Question

An unstiffened beam of equal flange has flange width 171 mm and total depth 352 mm....

An unstiffened beam of equal flange has flange width 171 mm and total depth 352 mm. thickness of flange 9.7mm and thickness of web 6.9mm. Check to see whether it meets the condition for minimum web thickness. Assuming fy = 320 MPa calculate the nominal shear yield capacity of the web Vw. Modulus of elasticity = 200 x 103 N/mm2.

                                                 

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
An I Beam is made out of two equal flanges 170 mm width and 10 mm...
An I Beam is made out of two equal flanges 170 mm width and 10 mm thickness. Thickness of web is 7mm. Total depth of the beam from top of the upper flange to the bottom of the lower flange is 350 mm. Calculate the slenderness value ʎe for the flange and the web. What is the slenderness value for the section ʎs? Take fy = 300 MPa. For flange ʎep = 10 and ʎey = 30 and for web...
an isolated T beam is composed of a flange 700 mm wide and 150mm deep poured...
an isolated T beam is composed of a flange 700 mm wide and 150mm deep poured monolithically with a web of 250mm width which extends 600mm below the bottom surface of the flange to produce a beam of 750mm in total depth, h. if the effective depth, d is 650mm, determine the required area of tensile reinforcement using fc’=21 Mpa and fy=415 Mpa. Design factored moment is 800 KN-m
Design a T Beam for s floor system. Thickness of slab is 75 mm and width...
Design a T Beam for s floor system. Thickness of slab is 75 mm and width of the web is 375 mm, with an effective depth of 600 mm. The beam carries a dead load moment of 270 KN m and a live load moment of 460 KN m. The beam has a span of 5.4 m and has a spacing center to center equal to 1.8 m, fc’ = 20.7 MPa, fy = 345 MPa.
The width of a rectangular beam is 250 mm and the effective depth is 317 mm....
The width of a rectangular beam is 250 mm and the effective depth is 317 mm. The tensile reinforcement is provided by 3 bars of 16 mm. Determine the moment of resistance of the section as per limit state method. Extracts of BS8110 grades: Concrete 25 KN Fcu =40 N/mm2 Fy=fyv=460 N/mm2
Calculate the minimum depth required for Beam 2 knowing that the beam has a width of...
Calculate the minimum depth required for Beam 2 knowing that the beam has a width of 250 mm and an allowable stress of 0.4 N/mm2 . The prestressing force in Kg is 5500 noting that the tendon is eccentric by 50 mm.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT