For the beam shown below use the tables provided in Appendix H of the text. Find the deflectimid-span. E=12,000 ksi. Beam is loaded in the strong direction. Does beam exceed L/600 deflectionat mid-span?w=6,000 lb/ftA1'7'5' 6. SIMPLE BEAM: CONCENTRATED LOAD AT ANY POINTPbR = V, (max when a < b)...!3!1.R1R2PaR2 = V, (max when a> b).%3D9...1.PabM max (at point of load)..PhxShearM, (when x < a)Pab(a + 2bN3a(a + 2b)27EIIala + 2b) when a >b)Amax (at x =%3DM maxPa bA, (at point of load)3EIIPhxMoment4, (when x< a)(1 - 62 - )6EII.....

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For the beam shown below use the tables provided in Appendix H of the text. Find the de mid-span. E=12,000 ksi. Beam is loaded in the strong direction. Does beam exceed L/600 deflection at mid-span? w=6,000 lb/ft

For the beam shown below use the tables provided in Appendix H of the text. Find the de mid-span. E=12,000 ksi. Beam is loaded in the strong direction. Does beam exceed L/600 deflection at mid-span? w=6,000 lb/ft

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

British Gravitational Bg System Of Units

Measuring is the comparison of a particular physical quantity with its reference value. A unit is a fixed physical quantity. The length is a physical quantity. A physical quantity is the product of a unit and the numerical value we need to compare with. 

Question

For the beam shown below use the tables provided in Appendix H of the text. Find the deflecti
mid-span. E=12,000 ksi. Beam is loaded in the strong direction. Does beam exceed L/600 deflection
at mid-span?
w=6,000 lb/ft
A
1'
7'
5'

6. SIMPLE BEAM: CONCENTRATED LOAD AT ANY POINT
Pb
R = V, (max when a < b)...
!3!
1.
R1
R2
Pa
R2 = V, (max when a> b).
%3D
9.
..
1.
Pab
M max (at point of load)..
Phx
Shear
M, (when x < a)
Pab(a + 2bN3a(a + 2b)
27EII
ala + 2b) when a >b)
Amax (at x =
%3D
M max
Pa b
A, (at point of load)
3EII
Phx
Moment
4, (when x< a)
(1 - 62 - )
6EII
.....

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