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partial framing plan and sections for a light-use manufacturing building is shown below. Note the slab type(S-1/S-2). eam type (B-1/B-2) and girder type (G-1/G-2) are denoting on this plan. 22'-0" -7-08-0 E-9 21'-0"- -7'-07-07-07-0 G-4 (6 (11) PARTIAL SECOND FLOOR FRAMING PLAN 23-0" 24'-0" 8-3 PA S-1 8-1 S-2 8-1 S-2 B-1. S-2 8-1 S-2 8-1 S-2 8-1 مجا 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 3 G-1 2-3 13 23-0"- 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2

partial framing plan and sections for a light-use manufacturing building is shown below. Note the slab type(S-1/S-2). eam type (B-1/B-2) and girder type (G-1/G-2) are denoting on this plan. 22'-0" -7-08-0 E-9 21'-0"- -7'-07-07-07-0 G-4 (6 (11) PARTIAL SECOND FLOOR FRAMING PLAN 23-0" 24'-0" 8-3 PA S-1 8-1 S-2 8-1 S-2 B-1. S-2 8-1 S-2 8-1 S-2 8-1 مجا 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 3 G-1 2-3 13 23-0"- 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2

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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a) is it a one way or a two way slab?

5.6 A partial framing plan and sections for a light-use manufacturing building is shown below. Note the slab type(S-1/S-2). beam type (B-1/B-2) and girder type (G-1/G-2) are denoting on this plan. 22'-0" 0-, 12 ←0-80-20-20-20-20-₁2- E-9 G-4 (11) 64-4- PARTIAL SECOND FLOOR FRAMING PLAN 23-0"- 24'-0" 8-3 PA S-1 8-1 S-2 8-1 S-2 8-1 S-2 8-1 S-2 8-1 S-2 8-1 ما All main steel 2" clear EXTERIOR GIRDER | | | | | I -6-8) EEEE All main steel 2"clear EXTERIOR BEAMS -8'-0" Column 6-3 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 INTERIOR GIRDER -7'-0" - -47 -4-8- 3 G-1 (8) G-2 (13) INTERIOR BEAMS 23'-0"- 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 B-2
Transcribed Image Text:5.6 A partial framing plan and sections for a light-use manufacturing building is shown below. Note the slab type(S-1/S-2). beam type (B-1/B-2) and girder type (G-1/G-2) are denoting on this plan. 22'-0" 0-, 12 ←0-80-20-20-20-20-₁2- E-9 G-4 (11) 64-4- PARTIAL SECOND FLOOR FRAMING PLAN 23-0"- 24'-0" 8-3 PA S-1 8-1 S-2 8-1 S-2 8-1 S-2 8-1 S-2 8-1 S-2 8-1 ما All main steel 2" clear EXTERIOR GIRDER | | | | | I -6-8) EEEE All main steel 2"clear EXTERIOR BEAMS -8'-0" Column 6-3 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 INTERIOR GIRDER -7'-0" - -47 -4-8- 3 G-1 (8) G-2 (13) INTERIOR BEAMS 23'-0"- 8-4 S-1 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 8-2 S-2 B-2
a) What type of concrete floor framing is this? b) In this framing system, identify the hierarchy (or order) of which members support other members. In the following table, put a mark (or leave a blank space) to indicate which is the support member for the loads from members along each row. Loads from these members Slab Beam Girder column c) Calculate the total weight of a 4.5" thick normal weight concrete slab (150 pcf) d) What is the (typical) tributary width of Beams B-2? Are supported by which of the following member(s)? Slab Beam Girder Column e) Calculate the average weight of B-2 concrete beams (14" wide by 22" deep), placed at 7-ft on-center spacing 14" 22"
Transcribed Image Text:a) What type of concrete floor framing is this? b) In this framing system, identify the hierarchy (or order) of which members support other members. In the following table, put a mark (or leave a blank space) to indicate which is the support member for the loads from members along each row. Loads from these members Slab Beam Girder column c) Calculate the total weight of a 4.5" thick normal weight concrete slab (150 pcf) d) What is the (typical) tributary width of Beams B-2? Are supported by which of the following member(s)? Slab Beam Girder Column e) Calculate the average weight of B-2 concrete beams (14" wide by 22" deep), placed at 7-ft on-center spacing 14" 22"
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