The initial design of a simply supported beam is shown below. The architect requested the engineer to reduce beam depth by 100 mm to accommodate the client’s preferred celling height. Use f’c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa. Clear cover is 40 mm. Analyze as singly reinforced beam only. a. How many additional ɸ16 tensile bars are required? b. What is the new spacing of stirrups near the end in mm? Round your answer to nearest safe 25 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The initial design of a simply supported beam is shown below. The architect requested the engineer to reduce beam depth by 100 mm to accommodate the client’s preferred celling height. Use f’c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa. Clear cover is 40 mm. Analyze as singly reinforced beam only.

a. How many additional ɸ16 tensile bars are required?

b. What is the new spacing of stirrups near the end in mm? Round your answer to nearest safe 25 mm.

2-ф16
$10 (8@125,
rest @ 300)
450
2-ф16
- 175 mm -
BTYPICAL SECTION
Transcribed Image Text:2-ф16 $10 (8@125, rest @ 300) 450 2-ф16 - 175 mm - BTYPICAL SECTION
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