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-9G-4(11)64-4-PARTIAL SECOND FLOOR FRAMING PLAN23-0"-24'-0"8-3 PAS-18-1S-28-1S-28-1S-28-1S-28-1S-28-1ماAll main steel 2" clearEXTERIOR GIRDER| | | | | I-6-8)EEEEAll main steel 2"clearEXTERIOR BEAMS-8'-0"Column6-38-4S-18-2S-28-2S-28-2S-28-2S-28-2S-28-2INTERIOR GIRDER-7'-0"--47-4-8-3G-1(8)G-2(13)INTERIORBEAMS23'-0"-8-4S-18-2S-28-2S-28-2S-28-2S-28-2S-2B-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 SlabBeamGirdercolumnc) 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 Columne) Calculate the average weight of B-2 concrete beams (14" wide by 22" deep), placed at 7-ft on-center spacing14"22"

Slabs are divided into two categories viz, one way slab and two way slab . In one way slab bending…

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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.11.9P

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