test 3 solution

8/7/2019 Test 3 Solution

http://slidepdf.com/reader/full/test-3-solution 1/5

CEE 590Sprine2011MasonryDesign

TERMEXAM #3

CIPENBOCK AND NOTES

Showall your work for full marks- If you useextrapaperpleaseput your nameon all

sheets

NAME:

1. Calculatethemaximumlateralload(H) thatthewallshownbelowcantake(assumewindloading)(FOR

. ]01 {4-*r) THE CONT'IGURATIONSHOWN- DO NOT REDESIGN). Thewallis constructedof 8 inch

r r - concretemasonryunitsthatarefullygroutedandlaidin runningbond.Assumeanf'. of 2000psiand #5

' )8oqb+t barsat48 incheson center(ty = OO,0b0psi)( therewill bea totalof 3 barsasshownin thefigure).(Hint:

Initially assumetwo barsin tension)(15).USEASD DESIGNPROVISIONSAND DON'T FORGET

TO CHECK SHEAR- This is NOT a SpecialReinforcedShearWall.Ass*,ne Lb."rs *. . - ,^ { . . . ,s. ] . . ' r As = z ( ' : r ) : 0.62";^ / '

f \ ' ' " i = la-tt d,,- : v6"r .B - 6.33i ' , ? '=

f f i fi - o.ootolo

+l * ,fr{ i ;* zF*",

t-P*^

. D"/ ' t-9r{ f lJ

-

rr . ' l

l1<X-: t2.H4- > + (2 'F.t< *' zif c; {:t-c-

ll

lSz$-.re--

0'-4'

( l^n.-L *'.. * Sar"r | -.S'{-rc

"^ 1* t

/1

{L .: LY::{tt'!' -.1t , t2-b4 I B'ttz++- l2'9'{)JJ- L

- ,rJ,n . at7. fzs" aF$' : 4g=

3

16ft

f lJ.. , . ,". ,x9 rubr'-t -- t t L*-(t o

S2 - lz . )+ YL+./oo - t7, gY-

/o"?e b*<-

(- Yt-lo tg (sz- tz"*r /3)

8+, " t l<-,

1L,a

I " t ' ) + 2+

( ' - " ':

( ,0, - tLasf f

z,{ r"- i r

\/. 1

/a J

{ r. ' in-

G3t1

t

I r

rr

T#t

\ i

' l r^ tz"gI

T.

Rebarat 48 inchesO.C. t(.

8.67 fL

/\ 9

4.s+ ,<,( '



Universityof Louisville Pager Z- ' ' Civ i l&EnvironmentolEngineer ing

MasonryDesignTEST3 NAME lz-z-l 3. I-j.,-.',

Date: 3l3Ll207L

)

Ur.-L

Jv =k

€/;

t7

z 4-f,1# X,,o = €-1{({u7 .6Lt ( ,o u)

/

4=5tVo> z V.83 gr.---._-l:!!-

V.ez{(+e\

e. 12"6

W,,)e.,1-Ut-*T

c€

o.*J aV*ror e" {ffi ozt-+.7r

lt..,\"

ne

o(z

* -*Zc. /* f ,Q 5-

r{rrr '=2- l' tl

&o.Z lz*-a>

' { 's+ dn

-l= 2.iz ,<- /.?z (#.)

3Sfs..G

#

8 *'s

i " 6k

'D( J€*y'n**

p^.--to

4u'

VC

L. f"'1 + 36es i.

=3{ *y't'cI.

Jt (

(e_. A_g)

lk'r@l 4 M./



2.Fot theWall in Problem1,whatwouldthemaximumconcentricallyappliedverticalloadthatcouldbeappliedro thewall (p maxallowed= ? kips) BASEDOX ASij fSl

At t e4^a- bns^.<-

N-l- +-;A : --*?^- = ,zf, fr,-, An &

h, z

lbytz =Els Lla

/y 7;z

-*-'f,rte('J t**-\

e z lr l-L' ' , ' I

t -



A) Forthewall in Problem1, whatwouldbethemaximumln-planeload(noaxialload)(OMn= ?)youcouldapplybasedon THE STRENGTHDESIGNpRovISIoNS.

JUSTDO MOMENT CAPACITY CALCULATION anddeterminethemaximumVuthatcouldbe appliedbasedONLY on themomentcapacity.. (5)

B) If thisis a SpecialShearwallwhatwouldthemaximumareaof steelthatwouldbe

allowedby thecode?(assumeno appliedload- i.e.pu = 0X5)

C) What would theShearcapacityof thesectionbe basedon the StrengthShearcapacityequations(assumethis is NOT a specialShearwall) (5)

A:= 14>r\c" Zh>.e.r: - ((-<-ra I . - , . , r . . , .^ +-/ lei i r . i

q. = lp," l r ( : r_)" /* . , r r" l - i , 3 .od"p.

a iz-"^r)( ; ,*et ]

(n)

rd yo-,_ h_r<,

4-+4-

7rJb, .<

L-Lo.,

So

3 b,t3

Q..t - :9. r I t<- = .Yu --- J. O t {" - hi-

_o i)

li

b,9 . , : s . - - ' ! iR-

('

I ,^ t- S.f-r*- "-.=.. ' 5

Z lp^.x,

I a- ' ,7

-- / ." Y J / . .ao,o,r't .

Lr** ', :Ve.,..r c f*r a-.J o

a\C o*

(r: ," t io- \ , J.- i -o rf n'v

r/ a, '. \ l, t^l

4\ .-. 1 r c-r<. <c t -- 'd

r/ 1

.,",(.r.c, .l 'r :-{ | i?

f{r-*" /1.,.

4

*r^^ = $ A; )L)J

..-*.,.ii {'i '"/

- / /? r/)..,L,; (

v

.$*-

= 34 a1'1i^'{e'o

l+ ' 2gi^ lt L^'e.t: l/LSar--i6

V^ =-

rR\ , - ltD/ **dI-_

l r -

Cr-, z

€hs' [ t

. (. -

, ( . r ' ) ) i r .1"L-

-t.J +ls-.td/

# J,q?+)4L3 tb' ,n E J'-o7'3| f , ,es

H\: &="v' :s*: r ,g.7Jlz"- . , , . tl ' '

i ' i ",do

I.oo1(

' { -q, l* ' .*+( i"ui#; i ) 'O'oo0elL ,)

e'L{. * : )19-.{..*,,1.$1...J^:.1.liif-{ -> ( : 2<' )-A

<_ lro

'/ \' t' "'on-

c--'( o'n;11ure'-7

( : - $ (. ) : l ' i . : i . ' { , ' t ' " \ tn* t"

o,6 (,a4r^) : ' / ' t .s6 (z,n, i \(" ;Y2*;) :'z6t41z

lb

= Cr?^ol-- a Sgo..,+rtp. -{ g -

"'-U .

.l 'f.",.A, - W3= 3,_ili: ' o*

)j{J ra,432



Universityof LouisvilleCivil& EnvironmentolEngineering

Page# J6

MasonryDesignTEST3 NAME Date:

c) {@n"."S*oo-*rnd#" -

TEST3

3/3U2011.

9l-*".-4v, f l^^ *

V^n'

J""

sao*.

f" ,)/

:4

=60)

|l-,(-#

VA.Vhw

p\- LtC.n Jr.r a\ r",

L{Vd

,/{r* 4

: - {e-

o lot-|.

L

o,a-(w

' 2 V^ ^ €-',&

* l,lS.l',.)JA^b 2. zs-A; [T,^

4[7; (A4,\

* (z-u1(t.o"r) (r,+)( \ffi) o 77,1?tlb

&vn/a D o

test 3 solution

Documents