The live load distribution factor for moment (DFM ) for two or more lane loaded (assume k,= 3,000,000 inª) is: 44 43 Unitorm Deck Thickness (a) 0.629 I I 5 Spaces e 40-0 (b) 0.950 Section Properties Slab's Properties: fe = 4 ksi Slab thickness = 9 in A, -767 in. A-72 in. 1, - 545,894 in." (c) 0.880 (d) 0.250 Effective slab thickness = 8.5 in E = 60 ksi 5-36.60 in ç -35.40 in. Bridge Span, L= 150 ft A .a .b O D .c O

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The live load distribution factor for moment (DFM ) for
46'
43'
two or more lane loaded (assume k, = 3,000,000 in“) is:
%3D
9" Unitorm Deck Thickness
II
(a) 0.629
5 Spaces e 8
- 40-0"
(b) 0.950
Section Properties
Slab's Properties:
f = 4 ksi
Slab thickness = 9 in
Effective slab thickness = 8.5 in
(c) 0.880
A, - 767 in.
h - 72 in.
(d) 0.250
1 - 545,894 in.
- 36.60 in.
F = 60 ksi
G -35.40 in.
Bridge Span, L= 150 ft
A
.a O
C
.b O
.c O
.d O
Transcribed Image Text:The live load distribution factor for moment (DFM ) for 46' 43' two or more lane loaded (assume k, = 3,000,000 in“) is: %3D 9" Unitorm Deck Thickness II (a) 0.629 5 Spaces e 8 - 40-0" (b) 0.950 Section Properties Slab's Properties: f = 4 ksi Slab thickness = 9 in Effective slab thickness = 8.5 in (c) 0.880 A, - 767 in. h - 72 in. (d) 0.250 1 - 545,894 in. - 36.60 in. F = 60 ksi G -35.40 in. Bridge Span, L= 150 ft A .a O C .b O .c O .d O
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