0.6m me work: check adequacy of proposed Size and determine required Spacing of Vertical Stirrups for ag.15m Span Simply Supported beam with following data: bw = 330 mm d = 508 mr m, fé = 21 MPa, Fy = 275 Mpa, Wu=65.5 KN + 0:33 m 10.508 m Wu=65-5 KN/m 9.15m m
0.6m me work: check adequacy of proposed Size and determine required Spacing of Vertical Stirrups for ag.15m Span Simply Supported beam with following data: bw = 330 mm d = 508 mr m, fé = 21 MPa, Fy = 275 Mpa, Wu=65.5 KN + 0:33 m 10.508 m Wu=65-5 KN/m 9.15m m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:me work: check adequacy of proposed
Size and determine required Spacing of Vertical
Stirrups for ag.15m Span Simply Supported
beam with following data: bw = 330 mm
d = 508 mm.
'
fé = 21 Mpa
/
Fy= 275 MPa
, Wu=65.5
उ
0.5m
00
d
0:33 m
10.508 m
Wu=65-5 KN/m
9.15 m
KN
m
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