Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 2, Problem 11P
To determine
Find the live loads acting on the girder AG, beam EF, and column A.
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H.W: Evaluate the integral:
√√2 3y 8-x²-y2
1.
!!!
00 x²+3y²
2.
dzdxdy
11-x 1
0 0 x+z
dydzdx
1
1 1
3. } } } α+y+
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(x + y + z)dydxdz
For the beam below, select stirrup spacings for #3 stirrups if f = 4,000 psi, normal
weight concrete and f, = 60,000 psi.
P₁ = 30 k
@L
OL =
3 k/ft
WD
2 k/ft (including beam weight)
/////////////
10 ft-
-20 ft-
-30 ft-
18 in.
24 in.
G-1
The drawing shows the beam (B) and girder (G) layout for the third floor of a commercial building.
The live load (LL) for the flow is 45 PSF and the dead load (DL), which consists of a 4" thick
concrete slab weighs 50 PSF. For now, we will neglect the weight of the beams/girders.
24 ft
6 ft
6 ft
6 ft
6 ft
6 ft
G-2
C6
30 ft
G-3
24 ft
B-1
B-2
B-3
B-4
B-5
B-6
G-4
Compute the distributed loads applied on girder G-2. Show a FBD of these loads and
compute the reactions at columns C2 and C6.
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