a) 135 kN b) 180 kN 9. The walls in the rectangular tanks are designed for a) bending b) tension c) 243 kN c) shear d) 342 kN d) bending and tension 11 : 290 N

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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live shear by MS-16 truck
on the
interior girder in a 14 m deck-girder bridge is between:
a) 137-138 kN
b) 138-139 kN
c) 139-140 kN
d) 140-141 kN
8. The total weight of the M 18 truck is:
a) 135 kN
b) 180 KN
c) 243 kN
d) 342 kN
9. The walls in the rectangular tanks are designed for
a) bending
b) tension
c) shear
d) bending and tension
10. If shrinkage strain in concrete is 0.0003, hoop tension force in a circular tank wall is 380 N/mm,
allowable tension stress in concrete is 1.75 MPa, Es-200000 MPa, service stress in steel is 90 MPa, and
fc'=25 MPa, the required wall thickness is between
a) 325.5-326.5 mm b) 326.5-327.5 mm
c) 327.5-328.5 mm
d) 328-329.5 mm
the Fig (1) carries an imposed service concentrated
Transcribed Image Text:live shear by MS-16 truck on the interior girder in a 14 m deck-girder bridge is between: a) 137-138 kN b) 138-139 kN c) 139-140 kN d) 140-141 kN 8. The total weight of the M 18 truck is: a) 135 kN b) 180 KN c) 243 kN d) 342 kN 9. The walls in the rectangular tanks are designed for a) bending b) tension c) shear d) bending and tension 10. If shrinkage strain in concrete is 0.0003, hoop tension force in a circular tank wall is 380 N/mm, allowable tension stress in concrete is 1.75 MPa, Es-200000 MPa, service stress in steel is 90 MPa, and fc'=25 MPa, the required wall thickness is between a) 325.5-326.5 mm b) 326.5-327.5 mm c) 327.5-328.5 mm d) 328-329.5 mm the Fig (1) carries an imposed service concentrated
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