Foundation Design: Principles and Practices (3rd Edition)
3rd Edition
ISBN: 9780133411898
Author: Donald P. Coduto, William A. Kitch, Man-chu Ronald Yeung
Publisher: PEARSON
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Textbook Question
Chapter 6, Problem 6.12QPP
Repeat Problem 6.10 using the LRFD method with ASCE 7 load combinations.
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5. A 40 ft straight steel beam with a 4" x 6" rectangular cross-section is installed when the
temperature is 40°F. It is supported in such a manner as to allow only 0.5 in longitudinal
expansion. Lateral support is provided in each direction every 10 ft along the length of
the beam. What is the largest temperature increase that the beam can withstand
without buckling. The coefficient of thermal expansion, α = 6.60(106)/°F, and E = 29000
ksi. Assume pinned connections at each end and at each lateral support location.
a) 195°F
b) 140°F
c) 340°F
d) 300°F
The pin-jointed plane frame (truss) in the picture below use the method of virtual work to determine the vertical deflection at joint D and the horizontal deflection at joint B. All members of the truss have a constant EA of 1×105kN.
I have attempted the first half of the question however struggling at the second part. Detail answer with actual working out of the joint section AC,BD, CD and the deflection table of each member for better comprehension. I do not need written do list but the calculation pls!
I will upvote, if answer is detailed (calculations) Thank you
random picks for loads and dimensions:W = 30 kN P= 30 kN a= 1m
Use Method of Consistent Deformations( Remove the redudancy force at A)
Chapter 6 Solutions
Foundation Design: Principles and Practices (3rd Edition)
Ch. 6 - What is the difference between a square footing...Ch. 6 - Prob. 6.2QPPCh. 6 - Prob. 6.3QPPCh. 6 - A 400 kN vertical downward column load acts at the...Ch. 6 - A bearing wall carries a dead load of 5.0 k/ft and...Ch. 6 - Prob. 6.6QPPCh. 6 - A 5 ft square, 2 ft deep spread footing is...Ch. 6 - Consider the footing and loads in Problem 6.7,...Ch. 6 - The two columns in Figure 6.19 are to be supported...Ch. 6 - Prob. 6.10QPP
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- Problem 5 Determine all reactions for the beam shown in Figure 5. El is constant. 15 kN.m B 1 m 2 m Figure 5arrow_forwardA 2 2 ft- B 1 kip/ft C 3 ft- • For the cantilever beam and loading shown, determine the deflection at point B. Use E = 29 x 106 psi and I= 10.67 in.4. (in.) -0.0566 .01 No answer text provided. No answer text provided.arrow_forwardThe pin-jointed plane frame (truss) in the picture below use the method of virtual work to determine the vertical deflection at joint D and the horizontal deflection at joint B. All members of the truss have a constant EA of 1×105kN. Detail answer with actual working out and drawings please for better comprehension. I will upvote, if answer is detailed (calculations) Thank you random picks for loads and dimensions:W = 30 kN P= 30 kN a= 1marrow_forward
- Draw shear force and bending moment diagram for the circular arch shown below. tes B 10 kN 30 kNarrow_forward4kN/m 2kN/m 3m 2m * Jm *arrow_forwardH.W: In an irrigation command, it is decided to implement border irrigation system. From the field observation, the following field characteristics are gathered: ⚫Field length, L = 250 m ■Field slope, 50 = 0.005 • Infiltration family. IF = 0.5 k = 0.04 m/ha a=0.6 Roughness coefficient, n = 0.12 • Required depth of infiltration. Dreq = 0.11 m Design a border strip with the above information.arrow_forward
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- H.W. 1- Calculate the discharge of field channel that irrigated only two borders at the same time, if the soil of the field is sand, longitudinal slop is 1%, unit flow per meter width is 7 l/s, border width is 9 m. 2- calculate the volume of irrigation water if the average irrigation depth is 80 mm.arrow_forwardIf the pipe of 300 meter length, flow velocity is 1.5 m/s, inner diameter is 60 mm, find the friction head loss if the pipe material: A- Iron. B- Aluminum. C- Concrete.arrow_forwardFor the pin-jointed plane frame (truss) in the picture below i am supposed to use the method of virtual work to determine the vertical deflection at joint D and the horizontal deflection at joint B. I am supposed to assume that all members of the truss have a constant EA of 1×105kN. Values of the loads and dimensions:W = 30 kN P= 30 kN a= 1m Detail answer with actual calculations and drawings please for better comprehension. I have tried to attempt this question multiple times, however if seems to be incorrect. I will upvote, if answer is detailed Thank youarrow_forward
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