HW 3 Determine the column loads assuming:DL (decking, flooring, etc.) = 10 psfLL (occupancy)= 40 psf50 psfTotalBeam B-2 spans between girder G-3 and column B-2 andbeam B-3 spans between girder G-3 and column C-2.K10¹G3BGIOPENB-2DECKINGSad 8th of Makacals for Architecture and Buidhey Construction, 4adionDry Ca23aG2DDECKING)B-3TYPICAL FLOOR FRAMING2012, 2007 2002, 1999 by Pearson Higher Education, IncUpper Bade River New Jersey 0745 Al Fogrs Reserved HW 3 Determine the column loads assuming:DL (decking, flooring, etc.) = 10 psfLL (occupancy)= 40 psf50 psfTotalBeam B-2 spans between girder G-3 and column B-2 andbeam B-3 spans between girder G-3 and column C-2.K10¹G3BGIOPENB-2DECKINGSad 8th of Makacals for Architecture and Buidhey Construction, 4adionDry Ca23aG2DDECKING)B-3TYPICAL FLOOR FRAMING2012, 2007 2002, 1999 by Pearson Higher Education, IncUpper Bade River New Jersey 0745 Al Fogrs Reserved

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HW 3 Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) = 40 psf 50 psf Total Beam B-2 spans between girder G-3 and column B-2 and beam B-3 spans between girder G-3 and column C-2. K 10¹ G3. B B-2 DECKING Sad Shangth of Makecals for Architecture and Buiding Construction, radion Dery Ca GI OPEN DECKING) B-3 23 a G2 101 00 TYPICAL FLOOR FRAMING 2012 2007 2002, 1999 by Paarun Higher Education, Inc. Upper Sadite Re. New Jersey 07415 Al Fogrs Reserved

HW 3 Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) = 40 psf 50 psf Total Beam B-2 spans between girder G-3 and column B-2 and beam B-3 spans between girder G-3 and column C-2. K 10¹ G3. B B-2 DECKING Sad Shangth of Makecals for Architecture and Buiding Construction, radion Dery Ca GI OPEN DECKING) B-3 23 a G2 101 00 TYPICAL FLOOR FRAMING 2012 2007 2002, 1999 by Paarun Higher Education, Inc. Upper Sadite Re. New Jersey 07415 Al Fogrs Reserved

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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Concept explainers

Floor Plan Details

Floor plans are the scale drawings that show the interplay of rooms, spaces, and physical objects. They are an integral part of the house plan. They let you see how people will move around the room. Floor plans determine the suitability of space for its intended use, work through any potential issues, and redesign before moving on to more comprehensive planning or constructing phases. It shows the different alternatives and perspectives related to the location and dimension of rooms, windows, doors, kitchen and all other things as per the requirement by the user. Many consultants give their own floor plans as reference to the clients for a better idea and to develop good floor plans.

Question

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HW 3 Determine the column loads assuming:
DL (decking, flooring, etc.) = 10 psf
LL (occupancy)
= 40 psf
50 psf
Total
Beam B-2 spans between girder G-3 and column B-2 and
beam B-3 spans between girder G-3 and column C-2.
K
10¹
G3
B
GI
OPEN
B-2
DECKING
Sad 8th of Makacals for Architecture and Buidhey Construction, 4adion
Dry Ca
23
a
G2
D
DECKING)
B-3
TYPICAL FLOOR FRAMING
2012, 2007 2002, 1999 by Pearson Higher Education, Inc
Upper Bade River New Jersey 0745 Al Fogrs Reserved

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Step 2: Calculating loads on span B1 B2 B3

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Step 3: Calculating loads on girder G1 G3 G3 and loads on column A1 A2 B2

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Step 4: Calculating loads on column C2 D1 D3

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An office decided to centralize its paper files. All the file cabinets in one department will sit in a row. The file cabinets sit over a floor joist. The cabinets are positioned perpendicular to the joist with the centers based on depth directly over the joist. Each file cabinet is 18 in. wide by 30 in. deep and weighs 300lb. Determine: (a) the total load on the one joist (neglect the weight of the floor itself) (b) the load transferred to the beam located at each end of the joist (assume the cabinets are centered on the joist length) (c) the maximum bending moment in the joist (d) the maximum flexural stress in the joist