EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
5th Edition
ISBN: 8220101425829
Author: SIVAKUGAN
Publisher: CENGAGE L
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Question
Chapter 14, Problem 14.6P
(a)
To determine
Find the maximum tensile stress within the clay.
(b)
To determine
Find the depth of the tensile cracks.
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Q.1 Using the lightest W section shape to design the compression
member AB shown in Fig. below, the concentrated service dead load
and live load is PD-40kips and PL 150kips respectively. The beams
and columns are oriented about the major axis and the columns are
braced at each story level for out-of-plan buckling. Assume that the
same section is used for columns. Use Fy-50 ksi.
32456
A
02. Design a W shape beam is used to support the loads for plastered floor, shown in
Figure. Lateral bracing is supplied only at the ends. Depend LRFD and Steel Fy=50ksi.
Note: The solution includes compute C, Check deflection at center of beam as well as
shear capacity)
B
P10.5
P=140 W
C
Hing
Hing
159
A
15.ft
02. Design a W shape beam is used to support the loads for plastered floor, shown in
Figure. Lateral bracing is supplied only at the ends. Depend LRFD and Steel Fy=50ksi.
Note: The solution includes compute C, Check deflection at center of beam as well as
shear capacity)
B
P10.5
P=140 W
C
Hing
Hing
159
A
15.ft
Chapter 14 Solutions
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
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Similar questions
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- Q2. Write the flexibility matrix corresponding to coordinates 1 and 2 for the structures shown. 13 ans: l 4 11 3 [16 51 6EI 126EI 5 2 (a) A -1- 2 (b) A B Constant EI 2arrow_forwardPlease solve with drawingarrow_forwardQ1: Compute the missing measurement of the lines AB & CD (using trigonometric method), and the coordinates of closed loop traverse ABCD as shown in the figure below. C 20 (due N) N 73° 18' E B S 41° 12' E མམ་བ A (100, 100) D 60 (due W)arrow_forward
- Name: Q.1 select the lightest W12 shape for column AB that support a service dead and live loads Po-150k and P-200k as shown in Figure. The beams and columns are oriented about the major axis and the columns are braced at top and mid-height using pinned end connections for out of plane buckling. ASTM A992 steel is used. Select the suitable answer below: I U B 8.00 All dimensions in feet 30.00 W18.76 8091 B Parrow_forward2) Determine volume of bioreactor SP 2nd order kinetics. V= ks2 Yieldsarrow_forwardThe question is in Turkish You need to explain the process in detailarrow_forward
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