Architectural Drafting and Design (MindTap Course List)
7th Edition
ISBN: 9781285165738
Author: Alan Jefferis, David A. Madsen, David P. Madsen
Publisher: Cengage Learning
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Chapter 32, Problem 32.18Q
To determine
The maximum distance of offset between two bearing walls considering their alignment.
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Architectural Drafting and Design (MindTap Course List)
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- 2. Illustrate the cross-sections of the following slab along the X-X and Y-Y sections. X- Y Y Beam Beam Legend: A = 12 mm Ø bar @ 6" c/c alt. ckd. B = 10 mm Ø bar @ 10" c/c Barrow_forwardThe contractor would like to increase the shore spacing to allow more clearance for access below the formwork. What are three changes in the design of the formwork (not changes in the concrete or the construction live loading) that could be made to accommodate the increase in spacing. No calculations needed. Just list the formwork design changes.arrow_forward9. The reinforcement ratio of a section with 3-16 mm diameter tension bars, effective depth of 338 mm, and width of 280mm is nearest to a. 0.0064 b. 0.0055 c. 0.0076 d. 0.0123 10. Calculate the minimum reinforcement ratio for a given beam section if f’c=28MPa and fy=345 MPa. a. 0.00406 b. 0.00383 c. 0.00556 d. 0.00446 11. The minimum reinforcements need not be satisfied if As provided at every section is at least _______ greater than As required by analysis. a. 1/4 b. 1/2 c. 1⁄5 d. 1/3 12. For non-prestressed beams with Pu less than 0.10f’cAg, the strain at extreme layer of tension steel shall be at least a. 0.003 b. 0.002 c. 0.004 d. 0.005arrow_forward
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- What is the Stress Influence Area ?arrow_forwardWhat is the equivalent rebar spacing (in mm) for a 120mm thick one way slab with 1m unit design strip if the required area of reinforcement is 600sqmm? fy=276MPa, fc=21MPa, db=10mm, Cc=20mm.arrow_forwardWhat are the Effect of Tension Cracks?arrow_forward
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