strut

Volumn of Concrete per meter = 800 x 1300 x 1000= 1040000000 REV. A1 Volume of Steel Volumn of Concrete Rebar Ratio W301 253535.5 1040000000 0.0002437841 W302 336896 1040000000 0.0003239385 W303 (Part 1) 269294.08 1040000000 0.0002589366 W303 (Part 2) 336494.08 1040000000 0.000323552 W304 418294 1040000000 0.0004022058 W305 253535.5 1040000000 0.0002437841 W306 454553.6 1040000000 0.0004370708 W307 454553.6 1040000000 0.0004370708 W308 460294 1040000000 0.0004425904 W309 269696 1040000000 0.0002593231 W310 195539.84 1040000000 0.0001880191 W311 253937.42 1040000000 0.0002441706 W401 225960.09 1040000000 Need to chand W402 549703.68 1040000000 Need to chand W403 549703.68 1040000000 Need to chand W404 786715.84 1040000000 Need to chand W405 976145.28 1900000000 Need to chand W406 1900000000 W407 1900000000 W408 1120000000 W409 1120000000 W410 1120000000 W411 1120000000

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Volumn of Concrete per meter = 800 x 1300 x 1000=

REV. A1Volume of Steel Volumn of Concrete

W301 253535.5 1040000000W302 336896 1040000000

W303 (Part 1) 269294.08 1040000000W303 (Part 2) 336494.08 1040000000

W304 418294 1040000000W305 253535.5 1040000000W306 454553.6 1040000000W307 454553.6 1040000000W308 460294 1040000000W309 269696 1040000000W310 195539.84 1040000000W311 253937.42 1040000000

W401 225960.09 1040000000W402 549703.68 1040000000W403 549703.68 1040000000W404 786715.84 1040000000W405 976145.28 1900000000W406 1900000000W407 1900000000W408 1120000000W409 1120000000W410 1120000000W411 1120000000

1040000000

REV. A1Rebar Ratio0.000243784130.000323938460.00025893662

0.0003235520.000402205770.000243784130.000437070770.000437070770.000442590380.000259323080.00018801908

0.0002441706

Need to chande the shear link lengthNeed to chande the shear link lengthNeed to chande the shear link lengthNeed to chande the shear link lengthNeed to chande the shear link length

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