EBK FOUNDATION DESIGN
EBK FOUNDATION DESIGN
3rd Edition
ISBN: 9780133424478
Author: CODUTO
Publisher: YUZU
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Chapter 3, Problem 3.6QPP

The sub-surface profile at a certain site is shown in Figure 3.20. Compute u , σ x , σ z , σ x ' , and σ z ' at Point A.

Chapter 3, Problem 3.6QPP, The sub-surface profile at a certain site is shown in Figure 3.20. Compute  and  at Point A.

Figure

Figure 3.20

Soil profile for Problem 3.6.

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13-3. Use the moment-distribution method to determine the moment at each joint of the symmetric bridge frame. Supports at F and E are fixed and B and C are fixed connected. Use Table 13-2. The modulus of elasticity is constant and the members are each 0.25 m thick. The haunches are parabolic. *13-4. Solve Prob. 13-3 using the slope-deflection equations. 13 0.5 m 1 m 64 kN/m D BC 1.5 m 2.25 m 2 m 6.25 m -0.5 m E -7.5 m -10 m- -7.5 m. Probs. 13-3/4
2. Find the equivalent concentrated load(s) for the bags of cement stacked on the dock as shown here. Each bag weighs 100 lbs and is 12 inches long. Draw the loading conditions for each showing the equivalent concentrated load(s). 1 bag = 100lbs L= 12 ft L= 6 ft L= 8ft
I have a question for this problem in the first one wouldn't it be finding the total weight of the bags which =4800lbs and the multiply that by 12ft to find the concentrated load?? but if this is the case the load would end up as lbs/ft so I'm not too sure that is right.

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