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2. 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 Simpiy supported beam only. 2-016 $10 (8@125, rest @ 300) SINGLY REINFORCED 450 2-016 - 2Y mm - BTYPICAL SECTION a. How many additional 16 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. 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 Simpiy supported beam only. 2-016 $10 (8@125, rest @ 300) SINGLY REINFORCED 450 2-016 - 2Y mm - BTYPICAL SECTION a. How many additional 16 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
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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W3D 25 Y= 155 %31 1oow= 2500 KN 27=310mm X= 475 Z= 60 %3D 102=600mm
Transcribed Image Text:W3D 25 Y= 155 %31 1oow= 2500 KN 27=310mm X= 475 Z= 60 %3D 102=600mm
2. 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 Simply supported beam only. 2-016 $10 (8@125, rest @ 300) SINGLY REINFORCED 450 2-016 - 2Y mm- BTYPICAL SECTION How many additional 16 tensile bars are required? b. What is the new spacing of stirrups near the end in mm? Round your answer to nearest safe 25 a. mm.
Transcribed Image Text:2. 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 Simply supported beam only. 2-016 $10 (8@125, rest @ 300) SINGLY REINFORCED 450 2-016 - 2Y mm- BTYPICAL SECTION How many additional 16 tensile bars are required? b. What is the new spacing of stirrups near the end in mm? Round your answer to nearest safe 25 a. mm.
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