A 300mm by 450mm rectangular beam carries a uniform ultimate load and concentrated load as shown. The beam is to be designed to support the maximum POSITIVE moment due to the loads. Use rebar diameter 20mm, stirrups=10mm, and concrete cover=40mm. P.-60 kN 300 mm 3.0 m W-24 kN/m SET 0,1,2,3(A) 4,5,6 (8) 7,8,9 (C) 7.0 m fc(MPa) 42 49 56 fy(MPa) 420 340 270
A 300mm by 450mm rectangular beam carries a uniform ultimate load and concentrated load as shown. The beam is to be designed to support the maximum POSITIVE moment due to the loads. Use rebar diameter 20mm, stirrups=10mm, and concrete cover=40mm. P.-60 kN 300 mm 3.0 m W-24 kN/m SET 0,1,2,3(A) 4,5,6 (8) 7,8,9 (C) 7.0 m fc(MPa) 42 49 56 fy(MPa) 420 340 270
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Calculate the vertical force reaction at left support of the beam in kN.
![A 300mm by 450mm rectangular beam carries a
uniform ultimate load and concentrated load as
shown. The beam is to be designed to support the
maximum POSITIVE moment due to the loads. Use
rebar diameter 20mm, stirrups-10mm, and
concrete cover=40mm.
P.-60 kN
300 mm
3.0 m
W.-24 kN/m
SET
0,1,2,3(A)
4,5,6 (B)
7,8,9 (C)
7.0 m
f'c(MPa)
42
49
56
fy(MPa)
420
340
270](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F64166906-66b0-46e1-bb7c-c136c34d40dc%2Fce6d77b4-4411-46a0-8a41-1790982946ca%2Fkuhdaz_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 300mm by 450mm rectangular beam carries a
uniform ultimate load and concentrated load as
shown. The beam is to be designed to support the
maximum POSITIVE moment due to the loads. Use
rebar diameter 20mm, stirrups-10mm, and
concrete cover=40mm.
P.-60 kN
300 mm
3.0 m
W.-24 kN/m
SET
0,1,2,3(A)
4,5,6 (B)
7,8,9 (C)
7.0 m
f'c(MPa)
42
49
56
fy(MPa)
420
340
270
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