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3-519" 7.1' 4-88-8" K 12" * 8-3" ]₁97 7.1' 8-8" -52². 19" * 7.1' 8-g" 1989 5.10 [0/3.50 * 8-8" 4-4 A deck girder bridge has clear spans as stated above and a clear width of 48 ft. Use 6 no of irders. Curb width is 24". Wearing course is 30 psf. Minimum slab thickness is inches. Question: Calculate tensile reinforcements for the above calculated moment. Given Date: fe= 3.8 ksi; Live loading is HS20 Clear span of bridge is 74 ft, fy = 60 ksi.

3-519" 7.1' 4-88-8" K 12" * 8-3" ]₁97 7.1' 8-8" -52². 19" * 7.1' 8-g" 1989 5.10 [0/3.50 * 8-8" 4-4 A deck girder bridge has clear spans as stated above and a clear width of 48 ft. Use 6 no of irders. Curb width is 24". Wearing course is 30 psf. Minimum slab thickness is inches. Question: Calculate tensile reinforcements for the above calculated moment. Given Date: fe= 3.8 ksi; Live loading is HS20 Clear span of bridge is 74 ft, fy = 60 ksi.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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3.5 / 190 14.8" x 7.1' 101 * 8-8 7.1' 8-3" 19" 7.1' * 8-8" ·52². | 19" 7.1' 8-g" 103.5¹ A deck girder bridge has clear spans as stated above and a clear width of 48 ft. Use 6 no of girders. Curb width is 24". Wearing course is 30 psf. Minimum slab thickness is 7 inches. Question: Calculate tensile reinforcements for the above calculated moment. Given Date: f= 3.8 ksi; Live loading is HS20 Clear span of bridge is 74 ft, fy = 60 ksi.
Transcribed Image Text:3.5 / 190 14.8" x 7.1' 101 * 8-8 7.1' 8-3" 19" 7.1' * 8-8" ·52². | 19" 7.1' 8-g" 103.5¹ A deck girder bridge has clear spans as stated above and a clear width of 48 ft. Use 6 no of girders. Curb width is 24". Wearing course is 30 psf. Minimum slab thickness is 7 inches. Question: Calculate tensile reinforcements for the above calculated moment. Given Date: f= 3.8 ksi; Live loading is HS20 Clear span of bridge is 74 ft, fy = 60 ksi.
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