(A 30' 5 EQUAL SACES 35 BEauAL SICES Ga I- 30 8. GI ca 30 -I- O FLOOR FRAMING PLAN uestions: O Dran the tribrtarg area for Beam Bl above. O What is the bributary width (Tw): for beam B2? O what is the tridhedany with (Tu) for Gindr G1? libuda aa (TA) for Colemn CI? 3.

(A 30' 5 EQUAL SACES 35 BEauAL SICES Ga I- 30 8. GI ca 30 -I- O FLOOR FRAMING PLAN uestions: O Dran the tribrtarg area for Beam Bl above. O What is the bributary width (Tw): for beam B2? O what is the tridhedany with (Tu) for Gindr G1? libuda aa (TA) for Colemn CI? 3.

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.

Question

(A
30'
5 EQUAL SACES
35
BEauAL SICES
Ga
I-
30
8.
GI
ca
30
-I-
O FLOOR FRAMING PLAN
uestions:
O Dran the
tribrtarg area for Beam Bl above.
O What is the bributary width (Tw): for beam B2?
O what is the tridhedany with (Tu) for Gindr G1?
libuda aa
(TA) for Colemn CI?
3.

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