1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4-20 mm diam bars for tension. Using an effective depth of d = 450 mm, determine if the 2.50 m long beam is adequate to carry a uniform load of 15 KN/m and a concentrated load of 10 KN at the cantilever end. Use f'c = 21 MPa, fy = 275 MPa. Neglect the weight of beam. Use n = 9 (Alternate Method of Design) 2. Referring to #1, using the Transformed Section Method, determine of the beam is adequate or not.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. A cantilever R.C. beam is 280 mm
x 500 mm deep and is reinforced
with 4-20 mm diam bars for tension.
Using an effective depth of d = 450
mm, determine if the 2.50 m long
beam is adequate to carry a uniform
load of 15 KN/m and a concentrated
load of 10 KN at the cantilever end.
Use f'c = 21 MPa, fy = 275 MPa.
Neglect the weight of beam. Use n =
9 (Alternate Method of Design)
2. Referring to #1, using the
Transformed Section Method,
determine of the beam is adequate
or not.
Transcribed Image Text:1. A cantilever R.C. beam is 280 mm x 500 mm deep and is reinforced with 4-20 mm diam bars for tension. Using an effective depth of d = 450 mm, determine if the 2.50 m long beam is adequate to carry a uniform load of 15 KN/m and a concentrated load of 10 KN at the cantilever end. Use f'c = 21 MPa, fy = 275 MPa. Neglect the weight of beam. Use n = 9 (Alternate Method of Design) 2. Referring to #1, using the Transformed Section Method, determine of the beam is adequate or not.
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