MPa, Clear cover= 40 1.What is the flexural capacity of the beam at face of the support KNm? 2. What is the shear capacity of the beam at face of support in KNa 3. What is the maximum Pu (KN) that can be applied at the free end of the beam considering flexure and shear? 4. What is the required minimum cut length (mm) of each stirrup? Round your answer to nearest safe 25 mm 340 mm Pu 40100 rest a 175 2-032 $12 2-020 400 mm 175mm- B SECTION 1525 mm CANTILEVER BEAM ELEVATION

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The details of the cantilever beam are shown below. Use fs = 28 MPa, fy = 415 MPa, and fyt = 275
MPa, Clear cover= 40
1.What is the flexural capacity of the beam at face of the support KNm?
2. What is the shear capacity of the beam at face of support in KN?
3. What is the maximum Pu (kN) that can be applied at the free end of the beam considering flexure
and shear?
4. What is the required minimum cut length (mm) of each stirrup? Round your answer to nearest
safe 25 mm
Pu
340 mm
4@50-
4@100
rest e 175-
2-032
$12
400 mm
2-020
175mm
BSECTION
1525 mm
A CANTILEVER BEAM ELEVATION
B
Transcribed Image Text:The details of the cantilever beam are shown below. Use fs = 28 MPa, fy = 415 MPa, and fyt = 275 MPa, Clear cover= 40 1.What is the flexural capacity of the beam at face of the support KNm? 2. What is the shear capacity of the beam at face of support in KN? 3. What is the maximum Pu (kN) that can be applied at the free end of the beam considering flexure and shear? 4. What is the required minimum cut length (mm) of each stirrup? Round your answer to nearest safe 25 mm Pu 340 mm 4@50- 4@100 rest e 175- 2-032 $12 400 mm 2-020 175mm BSECTION 1525 mm A CANTILEVER BEAM ELEVATION B
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