Question

A simply supported laminated composite beam of length 0.075 m and width 5 mm made of...

A simply supported laminated composite beam of length 0.075 m and width 5 mm made of glass/epoxy has the following layup of [30/-30]4. Assume that each ply is 0.125 mm and material properties are E1 = 38.6 GPa, E2 = 8.27 GPa, G12 = 4.14 GPa, ν12 = 0.26. A uniform load of q=0.6 KN/m is applied on the beam. What is the maximum deflection of the beam?

Engineering   Civil-Engineering   
0 0
Add a commentTranscribed image text
Next >

Homework Answers

Answer #1

0 0
Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A simply supported composite beam (L = 4.5 m) is subjected to a positive bending moment...
A simply supported composite beam (L = 4.5 m) is subjected to a positive bending moment (680 N- m) at both ends. The beam is made of two materials in a square cross-section. Material 1 is 50x50 mm and is surrounded by a 25 mm shell of material 2. Solve for the maximum stress in each material. E1 = 100 GPa, E2 = 200 GPa.
A simply supported composite beam (L = 4.5 m) is subjected to a positive bending moment...
A simply supported composite beam (L = 4.5 m) is subjected to a positive bending moment (680 N-m) at both ends. The beam is made of two materials in a square cross-section. Material 1 is 50x50 mm and is surrounded by a 25 mm shell of material 2. Solve for the maximum stress in each material. E1 = 100 GPa, E2 = 200 GPa.
A simply supported composite beam (L = 4.5 m) is subjected to a positive bending moment...
A simply supported composite beam (L = 4.5 m) is subjected to a positive bending moment (680 N- m) at both ends. The beam is made of two materials in a square cross-section. Material 1 is 50x50 mm and is surrounded by a 25 mm shell of material 2. Solve for the maximum stress in each material. E1 = 100 GPa, E2 = 200 GPa.
. A simply supported beam has a width of 200mm and depth of 400mm is 4m...
. A simply supported beam has a width of 200mm and depth of 400mm is 4m long. It carries a uniformly distributed load of 20 kN/m over the whole beam and a point load of 40 kN at the center of the beam. Compute the maximum deflection if the maximum slope produced in the beam is 2× ??-3 radian.
2. A simply supported beam has a width of 200mm and depth of 400mm is 4m...
2. A simply supported beam has a width of 200mm and depth of 400mm is 4m long. It carries a uniformly distributed load of 20 kN/m over the whole beam and a point load of 40 kN at the center of the beam. Compute the maximum deflection if the maximum slope produced in the beam is 2× ??-3 radian.
2. A simply supported beam has a width of 200mm and depth of 400mm is 4m...
2. A simply supported beam has a width of 200mm and depth of 400mm is 4m long. It carries a uniformly distributed load of 20 kN/m over the whole beam and a point load of 40 kN at the center of the beam. Compute the maximum deflection if the maximum slope produced in the beam is 2× ??-3 radian. (6 M Blease i want prompt clear solution for this question in detail,.
A simply supported beam is 3 m long. It carries a uniformly distributed load of 6...
A simply supported beam is 3 m long. It carries a uniformly distributed load of 6 kN/m throughout its span and a concentrated load of 15 kN at a point 2 m from the left support. Assuming that the beam has a rectangular shape whose width and depth are 150 mm and 250 mm, respectively. Determine the maximum flexural stress in MPa developed in the beam.
A 1200 mm deep by 750 mm wide post-tensioned simply supported beam is shown below. The...
A 1200 mm deep by 750 mm wide post-tensioned simply supported beam is shown below. The beam spans 12.0 m and is subject to a superimposed dead load of 50 kN/m and a live load of 35 kN/m. Both the superimposed dead load and live load are applied after transfer (after stressing has taken place). The tendon is located at the mid-height of the beam at each end, and its centreline sits 50 mm from the base at midspan. The...
A 356 x 171 US45 steel beam is simply supported at the ends of a span...
A 356 x 171 US45 steel beam is simply supported at the ends of a span of 5.5 m. The beam carries a safe inclusive UDL of 12kN/m and a point load of 75 kN at mid-span. Calculate the maximum deflection due to this load. Let: E = 205 000 N/mm2 I = 12070 cm4 deflection δPL = PL/48EI deflection δudL = 5wL3/384EI
A simply supported beam of 6m length carries a dead load of 10 kn/m and live...
A simply supported beam of 6m length carries a dead load of 10 kn/m and live load of 8 kn/m. It also support a point dead load of 60Kn at the centre. Using the formula calculate the moment modification factor.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT