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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Shear wall 200 x300 x 30 cm reinforcement 5 f 16 / m vertical and 5 f 12 horizontal both sides
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Chapter 32 Solutions
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_forwardDefine the Vertical line load at the surface ?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
- The 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_forwardDefine the Earth pressure on retaining walls of simpleconfigurations ?arrow_forwardGiven a singly reinforced rectangular beam with fc'= 35MPA and fy = 345MPA What is the minimum steel ratio? a. 0.00406 b. 0.00428 c. 0.02960 d. 0.04380 What is the maximum steel ratio? a. 0.00406 b. 0.00428 c. 0.02957 d. 0.04380arrow_forward
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