2. Load Tracing For the load-tracing problem below, construct a series of FBDs and show the propagation of loads through the various structural elements. Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) = 40 psf 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. 3 d 10' D 101 101 B-2 GI OPEN DECKING DECKING" M G2 B B-3 93 TYPICAL FLOOR FRAMING

2. Load Tracing For the load-tracing problem below, construct a series of FBDs and show the propagation of loads through the various structural elements. Determine the column loads assuming: DL (decking, flooring, etc.) = 10 psf LL (occupancy) = 40 psf 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. 3 d 10' D 101 101 B-2 GI OPEN DECKING DECKING" M G2 B B-3 93 TYPICAL FLOOR FRAMING

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

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

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2. Load Tracing
For the load-tracing problem below, construct a series of FBDs and show the
propagation of loads through the various structural elements. Determine the column
loads assuming:
DL (decking, flooring, etc.) = 10 psf
LL (occupancy) = 40 psf
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.
A
B
D
101
101
101
GI
OPEN DECKING
B-2
'DECKING·
M
B
B-3
43
G2
TYPICAL FLOOR FRAMING

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Step 1: Given data

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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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