- 4@50 =-- 4@100- -rest @ 175- 2-032 - 012 2-020 – 400 mm -175mm -→ (®\SECTION -1525 mm- CANTILEVER BEAM ELEVATION

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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1. The details of the cantilever beam are shown below. Use f’c = 28 MPa, fy = 415 MPa, and fyt = 275 MPa.


Notes:
• All dimensions are in millimeters.
• Column reinforcement not shown for clarity
• Column and beam are neither exposed to weather nor contact with the ground.
• Analyze as singly reinforce beam only.
• Neglect the weight of the beam.
• Concrete is normal weight and reinforcements are galvanized.

d. What is the flexural capacity of the beam at face of support in kNm?
e. What is the shear capacity of the beam at face of support in kN?
f. What is the maximum Pu (kN) that can be applied at the free end of the beam considering flexure 
and shear?
g. What is the required minimum cut length (mm) of each stirrup? Round your answer to nearest safe
25 mm.

 

Pu
- 340mm-
- 4@50 =-- 4@100 –
-rest @ 175-
2-032 -
$12-
2-020
400 mm
175mm-
B SECTION
-1525 mm-
CANTILEVER BEAM ELEVATION
Transcribed Image Text:Pu - 340mm- - 4@50 =-- 4@100 – -rest @ 175- 2-032 - $12- 2-020 400 mm 175mm- B SECTION -1525 mm- CANTILEVER BEAM ELEVATION
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