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can you show the equations to figure out shear and moment
diagram please
25 kip 10...
Assume Young's Modulus of 200 GPa or 29000 ksi. 10 kip 25 kip 5 kip-ft 1-5...
Assume Young's Modulus of 200 GPa or 29000 ksi.
10 kip 25 kip 5 kip-ft 1-5 kippt 1.5 kip/ft 7 kip-fts B Cam 8ft 8ft 8ft Tallow = 24 ksi Callow = 14.5ksi swe (bending & shear) 1. Select an appropriate I shape that will carry the Loodig. 2. Make Smax < S deflection LAC= 16ft 14co=8ft Sallow L 240 46). maximum both must hint be checked! Note: Your design must satisfy both strength and deflection requirements!
Find all forces and draw a shear and moment diagram. 10 kip 25 kip 1.5 kip/ft...
Find all forces and draw a shear and moment
diagram.
10 kip 25 kip 1.5 kip/ft 1-5 kiple 5 kip-ft 7 kip-ft A B са 8ft eft 8ft A Tallow= 24 ksi Callow = 14.5 ksi >(bending + shear)
1 and 3 ular sections, the shear stress formula can be written as follows (Eq. 12-8)...
1 and 3
ular sections, the shear stress formula can be written as follows (Eq. 12-8) 2 A ssive deflections can lead to serviceability problems-suc improper functioning of building hardware, or poor appeara to be able to calculate deflections and compare these ty problems-such as cracking in walls and cel- nce. Therefore, it is impor wpically found in a building code. Ma includin flection g standard deflection form formula for a simply supported beam under a const ny techniques can...
please help me with the shear, moment and torque diagrams and the Mohr’s circle also, is this project worth insuring? Thank you. A consulting company submitted a structural design project and...
please help me with the shear, moment and torque
diagrams
and the Mohr’s circle
also, is this project worth insuring?
Thank you.
A consulting company submitted a structural design project and they want to be insured by XYZ Insurance Company. XYZ Insurance Company then ask their internal Engineering department to do an engineering analysis to check if the project is worth insuring. Your team has been tasked to perform al acceptable engineering analyses, and most importantly to come up with...
Assume Young's Modulus of 200 GPa or 29000 ksi.
10 kip 25 kip 5 kip-ft 1-5 kippt 1.5 kip/ft 7 kip-fts B Cam 8ft 8ft 8ft Tallow = 24 ksi Callow = 14.5ksi swe (bending & shear) 1. Select an appropriate I shape that will carry the Loodig. 2. Make Smax < S deflection LAC= 16ft 14co=8ft Sallow L 240 46). maximum both must hint be checked! Note: Your design must satisfy both strength and deflection requirements!
Find all forces and draw a shear and moment
diagram.
10 kip 25 kip 1.5 kip/ft 1-5 kiple 5 kip-ft 7 kip-ft A B са 8ft eft 8ft A Tallow= 24 ksi Callow = 14.5 ksi >(bending + shear)
1 and 3
ular sections, the shear stress formula can be written as follows (Eq. 12-8) 2 A ssive deflections can lead to serviceability problems-suc improper functioning of building hardware, or poor appeara to be able to calculate deflections and compare these ty problems-such as cracking in walls and cel- nce. Therefore, it is impor wpically found in a building code. Ma includin flection g standard deflection form formula for a simply supported beam under a const ny techniques can...
please help me with the shear, moment and torque
diagrams
and the Mohr’s circle
also, is this project worth insuring?
Thank you.
A consulting company submitted a structural design project and they want to be insured by XYZ Insurance Company. XYZ Insurance Company then ask their internal Engineering department to do an engineering analysis to check if the project is worth insuring. Your team has been tasked to perform al acceptable engineering analyses, and most importantly to come up with...
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