Solve and show solution1. Compute the development length if the bars are straight2. Compute the development length if the bars are terminated with 180° hook3. Compute the development length if the bars are terminated with 90° hook F5.)A reinforced concreteThe barrcover1. Compute2.Gonegreatercantilever beamconsideredThanto62.5 mmthe developmentisbe the topfé28 мраlength ifreinforced w/ 6-28mmbars.Assumeside& FY = 280вагоtheMpa71areI& bansторstraight.terminated w&bottom1 / 180° hook.90hook

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5.) A reinforced concrete The bars cover 1. 2. one greater Compute cantilever beam considered Than to 62.5 mm. the development be the top fé - length if is > 28 MPa reinforced w/ 6-28 mm bars . Assume side и ру= 280 MPa the bars "1 straight I & bans тор terminated & bottom / 180° hook. hook. 90

5.) A reinforced concrete The bars cover 1. 2. one greater Compute cantilever beam considered Than to 62.5 mm. the development be the top fé - length if is > 28 MPa reinforced w/ 6-28 mm bars . Assume side и ру= 280 MPa the bars "1 straight I & bans тор terminated & bottom / 180° hook. hook. 90

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

Solve and show solution

1. Compute the development length if the bars are straight

2. Compute the development length if the bars are terminated with 180° hook

3. Compute the development length if the bars are terminated with 90° hook

F
5.)
A reinforced concrete
The barr
cover
1. Compute
2.
G
one
greater
cantilever beam
considered
Than
to
62.5 mm
the development
is
be the top
fé
28 мра
length if
reinforced w/ 6-28mm
bars.
Assume
side
& FY = 280
ваго
the
Mpa
71
are
I
& bans
тор
straight.
terminated w
&
bottom
1 / 180° hook.
90
hook

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