Date: 21/12/2014Example - Headwall - Section 1

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Date: 21/12/2014Example - Headwall - Section 1

Page 1ProSheet

Sheet Pile Design According to Blum-Method Project Name: Example Date: 21/12/2014 Author: Marco Mascarin Company: Comment:

Date: 21/12/2014Example - Headwall - Section 1

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Geodata Unit

Sheet Pile Top Level [m] 0,000 Sheet Pile Tip Level [m] 22,816 Soil Level in Front [m] 6,500 Soil Level behind [m] 0,000 Anchorlevel [m] 2,000 Water Level in Front [m] 3,000 Water Level behind [m] 2,500 Soil Surface Inclination in Front [Deg] -10,000 Soil Surface Inclination behind [Deg] 0,000 Caquot Surcharge in Front [kN/m2] 0,000 Caquot Surcharge behind [kN/m2] 40,000 Anchor Inclination [Deg] 0,000 Earth Support Cantilever

SP Top

SP Tip

Soil 1

Soil 2

Water 1 Water 2

Caquot 2

Front Back

Date: 21/12/2014Example - Headwall - Section 1

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Soil LayersLayers in Front

Layer Tip [m] Density Moist [kN/m3] Density Submerged [kN/m3] Kph Phi [Deg] Delta [Deg] Cohesion [kN/m2] Layer 1 5,000 18,000 10,000 2,138 25,000 -8,000 0,000 Layer 2 30,000 18,000 11,000 3,051 30,000 -15,000 0,000

Layers behind Layer Tip [m] Density Moist [kN/m3] Density Submerged [kN/m3] Kph Phi [Deg] Delta [Deg] Cohesion [kN/m2]

Layer 1 5,000 18,000 10,000 0,374 25,000 8,000 0,000 Layer 2 30,000 18,000 11,000 0,291 30,000 15,000 0,000

Date: 21/12/2014Example - Headwall - Section 1

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Boussinesq Distance Wall [m]

Width Surcharge [m]

Depth Surcharge [m]

Surcharge [kN/m2]

Bousq. 1 2,000 1,500 1,500 500,000

SP Top

SP Tip

Soil 1

Soil 2B. 1

Front Back

Date: 21/12/2014Example - Headwall - Section 1

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Userdefined Pressures Pressure Top [kN/m2] Pressure Tip [kN/m2] Depth Top [m] Depth Tip [m]

Strip 1 0,000 29,000 -1,000 0,500 Strip 2 29,000 0,000 0,500 1,500

Date: 21/12/2014Example - Headwall - Section 1

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Concentrated Forces Horiz. Component [kN/m]

Vert. Component [kN/m]

Depth Horiz. Comp. [m]

Force 1 100,000 30,000 -0,500

SP Top

SP Tip

Soil 1

Soil 2Force 1

Front Back

Date: 21/12/2014Example - Headwall - Section 1

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Pile Section Name AZ 18-700 Inertia [cm4/m] 37800,000 Modulus [cm3/m] 1800,000 Area [cm2/m] 139,200 Mass [kg/m2] 109,300 Steel Grade [N/mm2] 355,000 Requested Safety 1,500

Date: 21/12/2014Example - Headwall - Section 1

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All Values Depth [m] Deflection

[m] Rotation [Rad]

Cross Force [kN/m]

Moment [kNm/m]

Total Pressure [kN/m2]

Earth Pressure in Front [kN/m2]

behind [kN/m2]

Water Pressure [kN/m2]

Userdefined Pressure [kN/m2]

Bousq. 1 [kN/m2]

-1,000 -10,501 -0,735 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 -0,750 -10,318 -0,735 0,604 0,050 4,833 0,000 0,000 0,000 4,833 0,000 -0,750 -10,318 -0,735 0,604 0,050 4,833 0,000 0,000 0,000 4,833 0,000 -0,500 -10,134 -0,735 2,417 0,403 9,667 0,000 0,000 0,000 9,667 0,000 -0,500 -10,134 -0,735 102,417 0,403 9,667 0,000 0,000 0,000 9,667 0,000 -0,250 -9,950 -0,735 105,438 26,359 14,500 0,000 0,000 0,000 14,500 0,000 -0,250 -9,950 -0,735 105,438 26,359 14,500 0,000 0,000 0,000 14,500 0,000 0,000 -9,766 -0,735 109,667 53,222 19,333 0,000 0,000 0,000 19,333 0,000 0,000 -9,766 -0,735 109,667 53,222 34,290 0,000 14,957 0,000 19,333 0,000 0,250 -9,583 -0,735 119,054 81,778 40,806 0,000 16,640 0,000 24,167 0,000 0,250 -9,583 -0,735 119,054 81,778 40,806 0,000 16,640 0,000 24,167 0,000 0,500 -9,399 -0,734 130,070 112,885 47,322 0,000 18,322 0,000 29,000 0,000 0,500 -9,399 -0,734 130,070 112,885 47,322 0,000 18,322 0,000 29,000 0,000 0,750 -9,215 -0,734 141,205 146,823 41,755 0,000 20,005 0,000 21,750 0,000 0,750 -9,215 -0,734 141,205 146,823 41,755 0,000 20,005 0,000 21,750 0,000 1,000 -9,032 -0,733 150,947 183,371 36,188 0,000 21,688 0,000 14,500 0,000 1,000 -9,032 -0,733 150,947 183,371 36,188 0,000 21,688 0,000 14,500 0,000 1,250 -8,848 -0,733 159,298 222,181 30,620 0,000 23,370 0,000 7,250 0,000 1,250 -8,848 -0,733 159,298 222,181 30,620 0,000 23,370 0,000 7,250 0,000 1,500 -8,665 -0,732 166,258 262,904 25,053 0,000 25,053 0,000 0,000 0,000 1,500 -8,665 -0,732 166,258 262,904 25,053 0,000 25,053 0,000 0,000 0,000 1,750 -8,482 -0,731 172,747 305,270 26,859 0,000 26,736 0,000 0,000 0,123 1,750 -8,482 -0,731 172,747 305,270 26,859 0,000 26,736 0,000 0,000 0,123 2,000 -8,299 -0,730 179,772 349,322 29,345 0,000 28,418 0,000 0,000 0,927 2,000 -8,299 -0,730 179,772 349,322 29,345 0,000 28,418 0,000 0,000 0,927 2,250 -8,116 -0,729 187,557 395,220 32,932 0,000 30,101 0,000 0,000 2,831 2,250 -8,116 -0,729 187,557 395,220 32,932 0,000 30,101 0,000 0,000 2,831 2,500 -7,934 -0,728 196,383 443,188 37,675 0,000 31,784 0,000 0,000 5,892 2,500 -7,934 -0,728 196,383 443,188 37,675 0,000 31,784 0,000 0,000 5,892 2,750 -7,752 -0,726 206,728 493,538 45,083 0,000 32,719 2,500 0,000 9,865 2,750 -7,752 -0,726 206,728 493,538 45,083 0,000 32,719 2,500 0,000 9,865 3,000 -7,570 -0,724 218,990 546,711 53,017 0,000 33,653 5,000 0,000 14,364 3,000 -7,570 -0,724 218,990 546,711 53,017 0,000 33,653 5,000 0,000 14,364 3,250 -7,389 -0,723 232,941 603,174 58,585 0,000 34,588 5,000 0,000 18,997 3,250 -7,389 -0,723 232,941 603,174 58,585 0,000 34,588 5,000 0,000 18,997 3,500 -7,208 -0,721 248,260 663,296 63,973 0,000 35,523 5,000 0,000 23,450 3,500 -7,208 -0,721 248,260 663,296 63,973 0,000 35,523 5,000 0,000 23,450 3,750 -7,027 -0,718 264,878 727,412 68,969 0,000 36,458 5,000 0,000 27,511 3,750 -7,027 -0,718 264,878 727,412 68,969 0,000 36,458 5,000 0,000 27,511 4,000 -6,847 -0,716 282,681 795,834 73,455 0,000 37,393 5,000 0,000 31,062 4,000 -6,847 -0,716 282,681 795,834 73,455 0,000 37,393 5,000 0,000 31,062 4,250 -6,668 -0,713 301,537 868,840 77,388 0,000 38,327 5,000 0,000 34,060 4,250 -6,668 -0,713 301,537 868,840 77,388 0,000 38,327 5,000 0,000 34,060 4,500 -6,489 -0,711 321,307 946,678 80,773 0,000 39,262 5,000 0,000 36,510 4,500 -6,489 -0,711 321,307 946,678 80,773 0,000 39,262 5,000 0,000 36,510 4,750 -6,311 -0,707 341,859 1029,559 83,647 0,000 40,197 5,000 0,000 38,450 4,750 -6,311 -0,707 341,859 1029,559 83,647 0,000 40,197 5,000 0,000 38,450 5,000 -6,134 -0,704 363,073 1117,663 86,063 0,000 41,132 5,000 0,000 39,931 5,000 -6,134 -0,704 363,073 1117,663 68,117 0,000 32,026 5,000 0,000 31,091 5,250 -5,958 -0,700 380,307 1210,577 69,759 0,000 32,827 5,000 0,000 31,932 5,250 -5,958 -0,700 380,307 1210,577 69,759 0,000 32,827 5,000 0,000 31,932 5,500 -5,782 -0,696 397,919 1307,848 71,134 0,000 33,627 5,000 0,000 32,506 5,500 -5,782 -0,696 397,919 1307,848 71,134 0,000 33,627 5,000 0,000 32,506 5,750 -5,607 -0,692 415,846 1409,563 72,284 0,000 34,428 5,000 0,000 32,856 5,750 -5,607 -0,692 415,846 1409,563 72,284 0,000 34,428 5,000 0,000 32,856 6,000 -5,434 -0,688 434,038 1515,793 73,249 0,000 35,229 5,000 0,000 33,020 6,000 -5,434 -0,688 434,038 1515,793 73,249 0,000 35,229 5,000 0,000 33,020 6,250 -5,261 -0,683 452,451 1626,600 74,060 0,000 36,029 5,000 0,000 33,031 6,250 -5,261 -0,683 452,451 1626,600 74,060 0,000 36,029 5,000 0,000 33,031 6,500 -5,090 -0,677 471,052 1742,034 74,747 0,000 36,830 5,000 0,000 32,917 6,500 -5,090 -0,677 471,052 1742,034 74,747 0,000 36,830 5,000 0,000 32,917 6,750 -4,920 -0,672 488,764 1862,052 66,943 -8,391 37,631 5,000 0,000 32,704 6,750 -4,920 -0,672 488,764 1862,052 66,943 -8,391 37,631 5,000 0,000 32,704 7,000 -4,751 -0,666 504,514 1986,253 59,060 -16,782 38,431 5,000 0,000 32,411 7,000 -4,751 -0,666 504,514 1986,253 59,060 -16,782 38,431 5,000 0,000 32,411 7,250 -4,584 -0,659 518,286 2114,144 51,115 -25,173 39,232 5,000 0,000 32,056 7,250 -4,584 -0,659 518,286 2114,144 51,115 -25,173 39,232 5,000 0,000 32,056 7,500 -4,418 -0,652 530,066 2245,230 43,122 -33,564 40,033 5,000 0,000 31,654 7,500 -4,418 -0,652 530,066 2245,230 43,122 -33,564 40,033 5,000 0,000 31,654 7,750 -4,254 -0,645 539,842 2379,010 35,092 -41,955 40,833 5,000 0,000 31,215

Date: 21/12/2014Example - Headwall - Section 1

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Depth [m] Deflection [m]

Rotation [Rad]

Cross Force [kN/m]

Moment [kNm/m]

Total Pressure [kN/m2]

Earth Pressure in Front [kN/m2]

behind [kN/m2]

Water Pressure [kN/m2]

Userdefined Pressure [kN/m2]

Bousq. 1 [kN/m2]

7,750 -4,254 -0,645 539,842 2379,010 35,092 -41,955 40,833 5,000 0,000 31,215 8,000 -4,092 -0,637 547,609 2514,983 27,036 -50,346 41,634 5,000 0,000 30,749 8,000 -4,092 -0,637 547,609 2514,983 27,036 -50,346 41,634 5,000 0,000 30,749 8,250 -3,932 -0,629 553,358 2652,646 18,961 -58,737 42,435 5,000 0,000 30,264 8,250 -3,932 -0,629 553,358 2652,646 18,961 -58,737 42,435 5,000 0,000 30,264 8,500 -3,773 -0,621 557,088 2791,494 10,873 -67,129 43,235 5,000 0,000 29,767 8,500 -3,773 -0,621 557,088 2791,494 10,873 -67,129 43,235 5,000 0,000 29,767 8,750 -3,617 -0,612 558,794 2931,021 2,778 -75,520 44,036 5,000 0,000 29,262 8,750 -3,617 -0,612 558,794 2931,021 2,778 -75,520 44,036 5,000 0,000 29,262 9,000 -3,463 -0,602 558,476 3070,722 -5,320 -83,911 44,836 5,000 0,000 28,755 9,000 -3,463 -0,602 558,476 3070,722 -5,320 -83,911 44,836 5,000 0,000 28,755 9,250 -3,311 -0,592 556,134 3210,091 -13,418 -92,302 45,637 5,000 0,000 28,247 9,250 -3,311 -0,592 556,134 3210,091 -13,418 -92,302 45,637 5,000 0,000 28,247 9,500 -3,162 -0,582 551,768 3348,621 -21,513 -100,693 46,438 5,000 0,000 27,742 9,500 -3,162 -0,582 551,768 3348,621 -21,513 -100,693 46,438 5,000 0,000 27,742 9,750 -3,015 -0,571 545,378 3485,806 -29,603 -109,084 47,238 5,000 0,000 27,242 9,750 -3,015 -0,571 545,378 3485,806 -29,603 -109,084 47,238 5,000 0,000 27,242

10,000 -2,871 -0,560 536,967 3621,141 -37,687 -117,475 48,039 5,000 0,000 26,749 10,000 -2,871 -0,560 536,967 3621,141 -37,687 -117,475 48,039 5,000 0,000 26,749 10,250 -2,729 -0,548 526,536 3754,121 -45,762 -125,866 48,840 5,000 0,000 26,264 10,250 -2,729 -0,548 526,536 3754,121 -45,762 -125,866 48,840 5,000 0,000 26,264 10,500 -2,591 -0,536 514,087 3884,241 -53,829 -134,257 49,640 5,000 0,000 25,788 10,500 -2,591 -0,536 514,087 3884,241 -53,829 -134,257 49,640 5,000 0,000 25,788 10,750 -2,455 -0,524 499,623 4010,997 -61,886 -142,648 50,441 5,000 0,000 25,321 10,750 -2,455 -0,524 499,623 4010,997 -61,886 -142,648 50,441 5,000 0,000 25,321 11,000 -2,322 -0,511 483,145 4133,885 -69,934 -151,039 51,242 5,000 0,000 24,864 11,000 -2,322 -0,511 483,145 4133,885 -69,934 -151,039 51,242 5,000 0,000 24,864 11,250 -2,193 -0,498 464,657 4252,402 -77,970 -159,430 52,042 5,000 0,000 24,418 11,250 -2,193 -0,498 464,657 4252,402 -77,970 -159,430 52,042 5,000 0,000 24,418 11,500 -2,067 -0,484 444,161 4366,046 -85,996 -167,821 52,843 5,000 0,000 23,982 11,500 -2,067 -0,484 444,161 4366,046 -85,996 -167,821 52,843 5,000 0,000 23,982 11,750 -1,944 -0,470 421,660 4474,315 -94,012 -176,212 53,644 5,000 0,000 23,557 11,750 -1,944 -0,470 421,660 4474,315 -94,012 -176,212 53,644 5,000 0,000 23,557 12,000 -1,825 -0,456 397,157 4576,709 -102,016 -184,604 54,444 5,000 0,000 23,143 12,000 -1,825 -0,456 397,157 4576,709 -102,016 -184,604 54,444 5,000 0,000 23,143 12,250 -1,709 -0,442 370,654 4672,728 -110,010 -192,995 55,245 5,000 0,000 22,739 12,250 -1,709 -0,442 370,654 4672,728 -110,010 -192,995 55,245 5,000 0,000 22,739 12,500 -1,597 -0,427 342,153 4761,870 -117,993 -201,386 56,046 5,000 0,000 22,347 12,500 -1,597 -0,427 342,153 4761,870 -117,993 -201,386 56,046 5,000 0,000 22,347 12,750 -1,488 -0,412 311,658 4843,638 -125,966 -209,777 56,846 5,000 0,000 21,964 12,750 -1,488 -0,412 311,658 4843,638 -125,966 -209,777 56,846 5,000 0,000 21,964 13,000 -1,383 -0,396 279,171 4917,533 -133,929 -218,168 57,647 5,000 0,000 21,592 13,000 -1,383 -0,396 279,171 4917,533 -133,929 -218,168 57,647 5,000 0,000 21,592 13,250 -1,282 -0,381 244,695 4983,058 -141,881 -226,559 58,448 5,000 0,000 21,230 13,250 -1,282 -0,381 244,695 4983,058 -141,881 -226,559 58,448 5,000 0,000 21,230 13,500 -1,185 -0,365 208,232 5039,715 -149,824 -234,950 59,248 5,000 0,000 20,878 13,500 -1,185 -0,365 208,232 5039,715 -149,824 -234,950 59,248 5,000 0,000 20,878 13,750 -1,092 -0,349 169,784 5087,009 -157,757 -243,341 60,049 5,000 0,000 20,535 13,750 -1,092 -0,349 169,784 5087,009 -157,757 -243,341 60,049 5,000 0,000 20,535 14,000 -1,003 -0,333 129,355 5124,442 -165,680 -251,732 60,850 5,000 0,000 20,202 14,000 -1,003 -0,333 129,355 5124,442 -165,680 -251,732 60,850 5,000 0,000 20,202 14,250 -0,917 -0,317 86,945 5151,521 -173,595 -260,123 61,650 5,000 0,000 19,878 14,250 -0,917 -0,317 86,945 5151,521 -173,595 -260,123 61,650 5,000 0,000 19,878 14,500 -0,836 -0,300 42,559 5167,750 -181,501 -268,514 62,451 5,000 0,000 19,563 14,500 -0,836 -0,300 42,559 5167,750 -181,501 -268,514 62,451 5,000 0,000 19,563 14,750 -0,759 -0,284 -3,804 5172,635 -189,398 -276,905 63,251 5,000 0,000 19,256 14,750 -0,759 -0,284 -3,804 5172,635 -189,398 -276,905 63,251 5,000 0,000 19,256 15,000 -0,686 -0,268 -52,139 5165,684 -197,287 -285,296 64,052 5,000 0,000 18,958 15,000 -0,686 -0,268 -52,139 5165,684 -197,287 -285,296 64,052 5,000 0,000 18,958 15,250 -0,617 -0,252 -102,446 5146,401 -205,168 -293,687 64,853 5,000 0,000 18,667 15,250 -0,617 -0,252 -102,446 5146,401 -205,168 -293,687 64,853 5,000 0,000 18,667 15,500 -0,552 -0,235 -154,722 5114,296 -213,041 -302,078 65,653 5,000 0,000 18,384 15,500 -0,552 -0,235 -154,722 5114,296 -213,041 -302,078 65,653 5,000 0,000 18,384 15,750 -0,491 -0,219 -208,965 5068,876 -220,906 -310,470 66,454 5,000 0,000 18,109 15,750 -0,491 -0,219 -208,965 5068,876 -220,906 -310,470 66,454 5,000 0,000 18,109 16,000 -0,435 -0,203 -265,174 5009,650 -228,764 -318,861 67,255 5,000 0,000 17,841 16,000 -0,435 -0,203 -265,174 5009,650 -228,764 -318,861 67,255 5,000 0,000 17,841 16,250 -0,382 -0,188 -323,347 4936,125 -236,616 -327,252 68,055 5,000 0,000 17,581 16,250 -0,382 -0,188 -323,347 4936,125 -236,616 -327,252 68,055 5,000 0,000 17,581 16,500 -0,333 -0,172 -383,481 4847,813 -244,460 -335,643 68,856 5,000 0,000 17,327 16,500 -0,333 -0,172 -383,481 4847,813 -244,460 -335,643 68,856 5,000 0,000 17,327 16,750 -0,288 -0,157 -445,576 4744,222 -252,298 -344,034 69,657 5,000 0,000 17,079

Date: 21/12/2014Example - Headwall - Section 1

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Depth [m] Deflection [m]

Rotation [Rad]

Cross Force [kN/m]

Moment [kNm/m]

Total Pressure [kN/m2]

Earth Pressure in Front [kN/m2]

behind [kN/m2]

Water Pressure [kN/m2]

Userdefined Pressure [kN/m2]

Bousq. 1 [kN/m2]

16,750 -0,288 -0,157 -445,576 4744,222 -252,298 -344,034 69,657 5,000 0,000 17,079 17,000 -0,247 -0,143 -509,629 4624,862 -260,129 -352,425 70,457 5,000 0,000 16,838 17,000 -0,247 -0,143 -509,629 4624,862 -260,129 -352,425 70,457 5,000 0,000 16,838 17,250 -0,209 -0,128 -575,640 4489,244 -267,955 -360,816 71,258 5,000 0,000 16,603 17,250 -0,209 -0,128 -575,640 4489,244 -267,955 -360,816 71,258 5,000 0,000 16,603 17,500 -0,175 -0,114 -643,606 4336,878 -275,774 -369,207 72,059 5,000 0,000 16,374 17,500 -0,175 -0,114 -643,606 4336,878 -275,774 -369,207 72,059 5,000 0,000 16,374 17,750 -0,145 -0,101 -713,526 4167,277 -283,588 -377,598 72,859 5,000 0,000 16,151 17,750 -0,145 -0,101 -713,526 4167,277 -283,588 -377,598 72,859 5,000 0,000 16,151 18,000 -0,118 -0,088 -785,399 3979,952 -291,396 -385,989 73,660 5,000 0,000 15,934 18,000 -0,118 -0,088 -785,399 3979,952 -291,396 -385,989 73,660 5,000 0,000 15,934 18,250 -0,095 -0,076 -859,224 3774,415 -299,198 -394,380 74,461 5,000 0,000 15,721 18,250 -0,095 -0,076 -859,224 3774,415 -299,198 -394,380 74,461 5,000 0,000 15,721 18,500 -0,075 -0,064 -934,998 3550,178 -306,996 -402,771 75,261 5,000 0,000 15,514 18,500 -0,075 -0,064 -934,998 3550,178 -306,996 -402,771 75,261 5,000 0,000 15,514 18,750 -0,057 -0,054 -1012,721 3306,754 -314,788 -411,162 76,062 5,000 0,000 15,312 18,750 -0,057 -0,054 -1012,721 3306,754 -314,788 -411,162 76,062 5,000 0,000 15,312 19,000 -0,042 -0,044 -1092,391 3043,656 -322,576 -419,553 76,863 5,000 0,000 15,115 19,000 -0,042 -0,044 -1092,391 3043,656 -322,576 -419,553 76,863 5,000 0,000 15,115 19,250 -0,030 -0,034 -1174,008 2760,396 -330,359 -427,945 77,663 5,000 0,000 14,923 19,250 -0,030 -0,034 -1174,008 2760,396 -330,359 -427,945 77,663 5,000 0,000 14,923 19,500 -0,021 -0,026 -1257,570 2456,489 -338,137 -436,336 78,464 5,000 0,000 14,735 19,500 -0,021 -0,026 -1257,570 2456,489 -338,137 -436,336 78,464 5,000 0,000 14,735 19,750 -0,013 -0,019 -1343,076 2131,449 -345,911 -444,727 79,265 5,000 0,000 14,551 19,750 -0,013 -0,019 -1343,076 2131,449 -345,911 -444,727 79,265 5,000 0,000 14,551 20,000 -0,008 -0,013 -1430,525 1784,789 -353,680 -453,118 80,065 5,000 0,000 14,372 20,000 -0,008 -0,013 -1430,525 1784,789 -353,680 -453,118 80,065 5,000 0,000 14,372 20,250 -0,004 -0,008 -1519,916 1416,025 -361,446 -461,509 80,866 5,000 0,000 14,197 20,250 -0,004 -0,008 -1519,916 1416,025 -361,446 -461,509 80,866 5,000 0,000 14,197 20,500 -0,002 -0,004 -1611,247 1024,670 -369,207 -469,900 81,666 5,000 0,000 14,026 20,500 -0,002 -0,004 -1611,247 1024,670 -369,207 -469,900 81,666 5,000 0,000 14,026 20,750 0,000 -0,001 -1704,519 610,239 -376,965 -478,291 82,467 5,000 0,000 13,859 20,750 0,000 -0,001 -1704,519 610,239 -376,965 -478,291 82,467 5,000 0,000 13,859 21,000 0,000 0,000 -1799,729 172,249 -384,719 -486,682 83,268 5,000 0,000 13,695 21,000 0,000 0,000 -1799,729 172,249 -384,719 -486,682 83,268 5,000 0,000 13,695 21,100 0,000 0,000 -1838,356 -9,653 -387,819 -490,038 83,588 5,000 0,000 13,631

Date: 21/12/2014Example - Headwall - Section 1

Page 11ProSheet

Extremal Values z Min [m] Min z Max [m] Max

Deflection [m] 0,000 -9,766 21,100 0,000 Cross Force [kN/m] 21,100 -1838,356 8,750 558,794 Moment [kNm/m] 21,110 -28,056 14,730 5172,674

Date: 21/12/2014Example - Headwall - Section 1

Page 12ProSheet

Pile Check Depth [m]

Name AZ 18-700 Inertia [cm4/m] 37800,000 Modulus [cm3/m] 1800,000 Area [cm2/m] 139,200 Mass [kg/m2] 109,300 Steel Grade [N/mm2] 355,000 Minimal Moment [kNm/m] -28 056 21 110 Maxmimal Moment [kNm/m] 5172 674 14 730 Normal Forces at Max. Moment [kN/m] -640 624 21 110 Normal Forces at Min. Moment [kN/m] -130 497 14 730 Deflection at Min. Moment [m] 0 000 21 110 Deflection at Max. Moment [m] -0 759 14 730 Min. Stress at Min. Moment [N/mm2] -61 609 21 110 Max. Stress at Min. Moment [N/mm2] -30 435 21 110 Min. Stress at Max. Moment [N/mm2] -2828 047 14 730 Max. Stress at Max. Moment [N/mm2] 2809 297 14 730 Safety < Req. Safety = 1,500 0 126 Sheet Pile Top Level [m] 0,000 Sheet Pile Tip Level [m] 22,816 Sheet Pile Length [m] 22 816 Included OverLength [m] 1 716 Vertical Equilibrium [kN/m] -148 038 Anchor Force (horiz.) [kN/m] 0 000

Date: 21/12/2014Example - Headwall - Section 1

Page 13ProSheet

Earth Pressure Diagram

-1,000 [m] 0,000 [m]

1,500 [m]

5,000 [m]

6,500 [m]

21,100 [m]

0,0000,000

0,000

0,000

0,000

-490,038 [kN/m2]

0,00014,957

25,053

41,13232,026

36,830

83,588[kN/m2]

Date: 21/12/2014Example - Headwall - Section 1

Page 14ProSheet

Water Pressure Diagram

-1,000 [m] 0,000 [m]

1,500 [m]

3,000 [m]

5,000 [m]

6,500 [m]

21,100 [m]

0,0000,000

0,000

5,000

5,000

5,000

5,000[kN/m2]

Date: 21/12/2014Example - Headwall - Section 1

Page 15ProSheet

Userdefined Pressure Diagram

-1,000 [m] -0,500 [m] 0,000 [m]

5,000 [m]

6,500 [m]

21,100 [m]

0,0009,667

19,333

0,000

0,000

0,000 [kN/m2]

Date: 21/12/2014Example - Headwall - Section 1

Page 16ProSheet

Boussinesq Diagram

-1,000 [m] 0,000 [m]

1,500 [m]

5,000 [m]

6,500 [m]

21,100 [m]

0,0000,000

0,000

39,93131,091

32,917

13,631 [kN/m2]

Date: 21/12/2014Example - Headwall - Section 1

Page 17ProSheet

Total Pressure Diagram

-1,000 [m] -0,500 [m]

1,500 [m]

5,000 [m]

6,500 [m]

21,100 [m]

0,0009,667

25,053

86,06368,117

74,747

-387,819 [kN/m2]

Date: 21/12/2014Example - Headwall - Section 1

Page 18ProSheet

Cross Force Diagram

-1,000 [m] -0,500 [m]

1,500 [m]

5,000 [m]

6,500 [m]

8,750 [m]

21,100 [m]

0,000102,417

166,258

363,073

471,052

558,794

-1838,356 [kN/m]

Date: 21/12/2014Example - Headwall - Section 1

Page 19ProSheet

Moment Diagram

-1,000 [m] -0,500 [m]

1,500 [m]

5,000 [m]

6,500 [m]

14,750 [m]

21,100 [m]

0,0000,403

262,904

1117,663

1742,034

5172,635

-9,653 [kNm/m]

Date: 21/12/2014Example - Headwall - Section 1

Page 20ProSheet

Rotation Diagram

-1,000 [m] 0,000 [m]

1,500 [m]

5,000 [m]

6,500 [m]

21,100 [m]

0,000-0,735-0,735

-0,732

-0,704

-0,677

0,000[Rad]

Date: 21/12/2014Example - Headwall - Section 1

Page 21ProSheet

Deflection Diagram

-1,000 [m] 0,000 [m]

1,500 [m]

5,000 [m]

6,500 [m]

21,100 [m]

0,000-10,501-9,766

-8,665

-6,134

-5,090

0,000[m]