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MindTap Engineering for Dunlap's Sustainable Energy, SI Edition, 2nd Edition [Instant Access], 1 term (6 months)
2nd Edition
ISBN: 9781337551755
Author: DUNLAP
Publisher: Cengage Learning US
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Chapter 8, Problem 16P
To determine
Find the minimum outside temperature for which there is a benefit from passive solar heating.
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4.5m 4.5m 4.5m
20
4m
A- Intermediate flat plate
floor, story height=2.75
m, t=190 mm, f'c=20
MPa for slabs and f'c=35
MPa for columns. All
columns
are
400×400mm. Find all DF
for
the
interior
equivalent frame shown.
6m
6m
2. Determine the reactions, and shear and moment diagrams. EI= 50000 kip-ft2[50pts]
Note: You can use the virtual work method/ Table to calculate fij terms.
A
18 ft
B
40 k
6 ft
C
based on the gantt chart shown what is the most appropriate next step to prevent project delay?
A) Shift non-critical tasks to make room for Task B
B) Reassign the graming worrk to a different subcontractor immediately.
C) Extend the project deadline by one week
D)Analyze float in adjacent task and consider crashing task B
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MindTap Engineering for Dunlap's Sustainable Energy, SI Edition, 2nd Edition [Instant Access], 1 term (6 months)
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- Please explain steps for using softwarearrow_forwardDesign the reinforced masonry beam in the wall shown below. The wall is to be constructed of fully grouted hollow concrete masonry units in running bond. It is to carry its own weight plus a superimposed dead load of 2.5 kips/ft and a live load of 0.8 kip/ft. Determine the width of the masonry units (by trials), and the amounts of the longitudinal and shear reinforcement required using the strength design method of TMS 402-22. Show the layout of the reinforcements with diagrams. Use fm = 2,000 psi, Grade 60(60 ksi) steel, and Type S Portland cement mortar. Assume that the centroid of the bottom rebar is 3 inches from the bottom face of the beam. ( you may assume that the unit weight of fully grouted concrete masonry is 125 lbs per cubic foot.)arrow_forward6. The easiest method to solve the beam shown in question number 14 is A. Force method B. Slope deflection method C. Moment distribution method D. Virtual work method E. Stiffness matrix method 17. The value of 8 caused by applying CW moment at A equal to 18. A. ML/2E1 B. ML/3E1 C. ML/4E1 D. ML/6EI E. None of the above For the beam shown below, the moment at A kN.m CCW. Assume P= 8 kN equals to ........ A. 20 B. 22.5 C. 25 D. 27.5 E. 30 M L A unlocked joint end pin P P P B A 1m 1m 2m 2m 19. The analysis of indeterminate non sway frames using moment distribution method does not need..... A. Finding stiffness factors of members B. Finding fix end moments C. Using compatibility equations D. Removing redundants E. Cand D 0. The frame shown is kinematically 6 kN/m indeterminate to ................ degree. A, C and D are fixed. E and B are pinned. A. First B. Second C. Third D. Fourth E. None of the above 6 m Sm 7 marrow_forward
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