Beam is gm long, madde ed steel and is supporbeel by tuo' supports. Mass f Bie beam i's 2500 kg. where kg. Shose buo supports shouCd be placel so the beam vice experie beuding stress due to'its oue veiglet? Beam shape is given, square ence minimum 20 em x 20em 012

Beam is gm long, madde ed steel and is supporbeel by tuo' supports. Mass f Bie beam i's 2500 kg. where kg. Shose buo supports shouCd be placel so the beam vice experie beuding stress due to'its oue veiglet? Beam shape is given, square ence minimum 20 em x 20em 012

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

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

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Gentlemen, drawing is attached. Beam size, material and load are given. How to find where to place to supports so that the beam will experience minimal bending stresses due to its own weight?

Beam is gm long, madde ed steel
and is supporbeel by tuo' supports.
Mass
f Bie beam i's 2500 kg. where
kg.
Shose buo supports shouCd be placel
so the beam vice experie
beuding stress due to'its oue veiglet?
Beam shape is given, square
ence minimum
20 em x 20em
012

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2. A piece of wood was cut into 3 pieces as shown below and will form into a l-beam section. Planks 1 will be the top and bottom flange members while the Plank 2 will be the web member. A sample l-beam is shown below. In addition to that, a steel plate will be installed (at the center) at the bottom of the l-beam to ensure its strength. Calculate the I subscript x with bar on top end subscript (Moment of Inertia with respect to centroidal x-axis) of the built section. b top flange h bot flange 1 1 3b b 3b 8 4 8 tp Wp Given o b = 2.1 cm h = 36 cm tp = 0.55 cm wp = 21 cm 2. web