Completely solve and box the final answers. Write legibly.Note: Please pardon me, if you can answer all of the numbers please do so, because if I ask the questions separately it will the same thing that the expert will also need to solve the first number to solve the preceding numbers. I hope for your very deep understanding. Thank you. Use the beam loaded as shown for the following questions:100 lb80 lbBCRear2f-4ft--3 ft.1. If the beam cross section is a rectangle with a breadth anddepth of 6 in and 8 in respectively, what is the bendingstress?2. If the beam crosssection is a rectangle with a breadth and8 in respectively, what is the sheardepth of 6 in andstress?3. If the beam cross section is circular with diameter of 8in, determine the shear stress.4. Compute for the midspan value of Ely in lb. ft³5. Considering the following design conditions for the beam:Allowable bending stress: 20000 psiAllowable shear stress: 10000 psiMaximum allowable deflection: L/360Determine the safe dimensions depth h and breadth b ininches if h = 2b.

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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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Completely solve and box the final answers. Write legibly.

Note: Please pardon me, if you can answer all of the numbers please do so, because if I ask the questions separately it will the same thing that the expert will also need to solve the first number to solve the preceding numbers. I hope for your very deep understanding. Thank you.

Use the beam loaded as shown for the following questions:
100 lb
80 lb
B
C
Rear
2f-4ft-
-3 ft.
1. If the beam cross section is a rectangle with a breadth and
depth of 6 in and 8 in respectively, what is the bending
stress?
2. If the beam cross
section is a rectangle with a breadth and
8 in respectively, what is the shear
depth of 6 in and
stress?
3. If the beam cross section is circular with diameter of 8
in, determine the shear stress.
4. Compute for the midspan value of Ely in lb. ft³
5. Considering the following design conditions for the beam:
Allowable bending stress: 20000 psi
Allowable shear stress: 10000 psi
Maximum allowable deflection: L/360
Determine the safe dimensions depth h and breadth b in
inches if h = 2b.

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