3. Load TracingFor the framing plan below, find out the reactions of the beams and girdersshown in the plan. The loads on the plan are as follows:Snow LoadConcrete (4" slab)Steel DeckMechanical equip.= 50 psf= 150 pcf= 5 psf== 10 psfSuspended Ceiling = 5 psfQ-6I-6 @ 6.67' = 40-H33B3IH2 @ 10' 20'+5 @ 8'=40'B2G1B4C2BII13G4G2G3B1C-I-I.C340'- 20'-

Answered: Image /qna-images/answer/6526bd39-adcb-4444-8870-f37fdd138165.jpg

3. Load Tracing For the framing plan below, find out the reactions of the beams and girders shown in the plan. The loads on the plan are as follows: Snow Load = 50 psf Concrete (4" slab) = 150 pcf Steel Deck = 5 psf Mechanical equip. = 10 psf Suspended Ceiling = 5 psf

3. Load Tracing For the framing plan below, find out the reactions of the beams and girders shown in the plan. The loads on the plan are as follows: Snow Load = 50 psf Concrete (4" slab) = 150 pcf Steel Deck = 5 psf Mechanical equip. = 10 psf Suspended Ceiling = 5 psf

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

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

3. Load Tracing
For the framing plan below, find out the reactions of the beams and girders
shown in the plan. The loads on the plan are as follows:
Snow Load
Concrete (4" slab)
Steel Deck
Mechanical equip.
= 50 psf
= 150 pcf
= 5 psf
=
= 10 psf
Suspended Ceiling = 5 psf
Q-6
I
-6 @ 6.67' = 40-
H
33
B3
I
H
2 @ 10' 20'
+
5 @ 8'=40'
B2
G1
B4
C2
B
I
I
13
G4
G2
G3
B1
C-I-
I.
C3
40'
- 20'-

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I need the answer as soon as possible
a) is it a one way or a two way slab?