-4@50 -- - 4@100 -rest @ 175 2-032 $12 2-020 400 mm 175mm- BSECTION 1525 mm ACANTILEVER BEAM ELEVATION
-4@50 -- - 4@100 -rest @ 175 2-032 $12 2-020 400 mm 175mm- BSECTION 1525 mm ACANTILEVER BEAM ELEVATION
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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.
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