-4@50 -- - 4@100 -rest @ 175 2-032 $12 2-020 400 mm 175mm- BSECTION 1525 mm ACANTILEVER BEAM ELEVATION

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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 isnormal weight and reinforcements are galvanized. d. What is the flexural capacity of the beam at face of support in kNm? e. What is theshear 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 consideringflexure and shear? g. What is the requiredminimum cut length (mm) of each stirrup? Roundyour answer to nearest safe25 mm.
Pu
340 mm
E4@50 --
- 4@100-
rest @ 175
2-032
Ф12
2-020
400 mm
-175mm -
B SECTION
1525 mm
ACANTILEVER BEAM ELEVATION
B
Transcribed Image Text:Pu 340 mm E4@50 -- - 4@100- rest @ 175 2-032 Ф12 2-020 400 mm -175mm - B SECTION 1525 mm ACANTILEVER BEAM ELEVATION B
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