B1 (12 Wx20 D) 81 (12°Wx200) 2 (12Wx200) 3'-0" 25'-0" 82 (12°Wx20"D) $2 B FLOOR FRAMING PLAN NO SCALE A 25'-0" 3 EQUAL SPACES 8"-4" -25-0° (TYP) 82 (12Wx200) CONC COL 24 SOR (TYP) 5.3 Refer to floor framing plan A above. Hand draw the floor and beam sections on a separate 11x17 sheet. The sections should be neatly drawn to the indicated scale and include a title and overall dimensions. a. Floor cross-sections A-A and B-B at 1/8"=1'-0" scale. b. Cross-sections of a typical beam "B2" and girder "G2" at 3/4"=1'-0" scale. (12"Wx20"D) 3'-0" 0-0 .0-5

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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Question
B1 (12 Wx20 D)
81 (12°Wx200)
2 (12Wx200)
3'-0"
25'-0"
82 (12°Wx20"D)
$2
B
FLOOR FRAMING PLAN
NO SCALE
A
25'-0"
3 EQUAL SPACES 8"-4"
-25-0° (TYP)
82 (12Wx200)
CONC COL
24 SOR
(TYP)
5.3 Refer to floor framing plan A above. Hand draw the floor and beam sections on a separate 11x17 sheet.
The sections should be neatly drawn to the indicated scale and include a title and overall dimensions.
a. Floor cross-sections A-A and B-B at 1/8"=1'-0" scale.
b. Cross-sections of a typical beam "B2" and girder "G2" at 3/4"=1'-0" scale.
(12"Wx20"D)
3'-0"
0-0
.0-5
Transcribed Image Text:B1 (12 Wx20 D) 81 (12°Wx200) 2 (12Wx200) 3'-0" 25'-0" 82 (12°Wx20"D) $2 B FLOOR FRAMING PLAN NO SCALE A 25'-0" 3 EQUAL SPACES 8"-4" -25-0° (TYP) 82 (12Wx200) CONC COL 24 SOR (TYP) 5.3 Refer to floor framing plan A above. Hand draw the floor and beam sections on a separate 11x17 sheet. The sections should be neatly drawn to the indicated scale and include a title and overall dimensions. a. Floor cross-sections A-A and B-B at 1/8"=1'-0" scale. b. Cross-sections of a typical beam "B2" and girder "G2" at 3/4"=1'-0" scale. (12"Wx20"D) 3'-0" 0-0 .0-5
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