Structural Analysis, Si Edition (mindtap Course List)
6th Edition
ISBN: 9781337630948
Author: KASSIMALI, Aslam
Publisher: Cengage Learning
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Chapter 12, Problem 11P
To determine
Find the approximate axial forces, shears, and moments for all members of the frame using portal method.
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4. The storm hyetograph below produced 530 acre-ft of runoff
over the 725-acre Green River watershed. Plot the storm
hyetograph and compute and plot the excess rainfall
hyetograph using the op-index method.
Time (hours)
0-33-66-99-12 12-15
Rainfall Intensity (in/hr) 0.2 0.8|1.2 1.8 0.9
-125 mm
-125 mm
-125 mm
100 mm
P
A C 310 x 45 made of A36 is connected to a plate and carries a load P in tension. The
bolts are 22-mm in diameter and is staggered as shown in figure PSAD-016.
Properties of C 310 x 45
A = 5680 mm²
d = 305 mm
t = 12.7 mm
tw = 13.0 mm
b = 80.5 mm
x = 17.1 mm
Determine the shear lag factor of the channel.
Determine the effective net area of the section in mm².
Compute the design capacity of the section.
Please answer the following and show the step by step answer on clear paper
Chapter 12 Solutions
Structural Analysis, Si Edition (mindtap Course List)
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