Calculate the allowable load (Wu) that can be applied on the continuous beam shown in the Fig below at the location of positive moment at the mid-span of the interior span. f. = 28 MPa and fy =420 MPa. Beam depth =600 mm, clear cover =40 mm, and stirrups No.10 (db-9.5) Use 0-0.9. b230MM. Spandrel beam 3#25 3#25 L-8m 0.3 m 0.3 m L=10m L=8m 0.3 m 0.3 m Spandrel beam
Calculate the allowable load (Wu) that can be applied on the continuous beam shown in the Fig below at the location of positive moment at the mid-span of the interior span. f. = 28 MPa and fy =420 MPa. Beam depth =600 mm, clear cover =40 mm, and stirrups No.10 (db-9.5) Use 0-0.9. b230MM. Spandrel beam 3#25 3#25 L-8m 0.3 m 0.3 m L=10m L=8m 0.3 m 0.3 m Spandrel beam
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Calculate the allowable load (Wu) that can be applied on the continuous beam shown in the
Fig below at the location of positive moment at the mid-span of the interior span. f. = 28 MPa
and fy =420 MPa. Beam depth =600 mm, clear cover =40 mm, and stirrups No.10 (db-9.5) Use
0-0.9. b230MM.
Spandrel beam
3#25
3#25
L=8m
0.3 m
L=10m
0.3 m
L=8m
0.3 m
0.3 m
Spandrel beam
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