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Given the following properties of bridge deck girder: Barrier Weight, BW = 7.3kN/m Future wearing surface load = 1.20 kPa, Span length, L=12.0 m, Load of stay-in-place metal forms, wsmf=0.335kPa Unit wt of concrete, wc=23.54 kN/m³ Slab thickness = 200mm. •Determine the shear and moment per interior girder due to Dead Load, DC. •Determine the shear and moment per interior girder due to Dead Load, DW.

Given the following properties of bridge deck girder: Barrier Weight, BW = 7.3kN/m Future wearing surface load = 1.20 kPa, Span length, L=12.0 m, Load of stay-in-place metal forms, wsmf=0.335kPa Unit wt of concrete, wc=23.54 kN/m³ Slab thickness = 200mm. •Determine the shear and moment per interior girder due to Dead Load, DC. •Determine the shear and moment per interior girder due to Dead Load, DW.

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Given the following properties of bridge deck girder:

Barrier Weight, BW = 7.3kN/m

Future wearing surface load = 1.20 kPa,

Span length, L=12.0 m,

Load of stay-in-place metal forms, wsmf=0.335kPa

Unit wt of concrete, wc=23.54 kN/m³

Slab thickness = 200mm.

•Determine the shear and moment per interior girder due to Dead Load, DC.

•Determine the shear and moment per interior girder due to Dead Load, DW.

0.375 m 6.6 m |d̟ = 0.60 m ; = ?? S= 2.40 m 1.2 m ¢ 0.975 m S=2.40 m Beam cross section 200 mm = t, 50 mm haunch W610 x 113 Beam details
Transcribed Image Text:0.375 m 6.6 m |d̟ = 0.60 m ; = ?? S= 2.40 m 1.2 m ¢ 0.975 m S=2.40 m Beam cross section 200 mm = t, 50 mm haunch W610 x 113 Beam details
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