In the design of the beam shown below, the shear stress is to be found in...

Question

Question

In the design of the beam shown below, the shear stress is to be found in MPa. Calculate the shear stress to 2 decimal places

Answer 1

Answer #1

giveni 85 Mpa , d=313 mm tw 26.6 mm qall a A Á B um 2m Ay By all alr (SFO) 2 From SFD, man ald so 25KN set p = SOKN, ... Uman

Please give thumbs up

Answer 2

Similar Homework Help Questions

In the design of the beam shown below, the shear stress is to be found in...

In the design of the beam shown below, the shear stress is to be found in MPa. Calculate the shear stress to 2 decimal places of the beam below given allowable shear stress Tallow = 85 MPa and the W-section is made with d=313 mm and tw=6.6 mm. -2 m- 2 m P
Calculate the section modulus of the beam shown below if Pmax = 45 kN if the...

Calculate the section modulus of the beam shown below if Pmax = 45 kN if the allowable normal stress o allow = 150 MPa and an allowable shear stress, Tallow 85 MPa. Write your answer in mm2 to 2 decimal places. -2 m 2 m P
Design the cantilever beam below to take the maximum load. Calculate the load in KN to...

Design the cantilever beam below to take the maximum load. Calculate the load in KN to 2 decimal places, if the allowable bending stress is allow = 162 MPa and the allowable shear stress is Tallow = 95 MPa. Also I = 11.918 x 10-6 m4 and the y_bar = 0.04875 m from the top of the t-beam. 150 mm 15 mm T150 mm Hi 15 mm P P 2 m 2 m

Design for Shear Dus Tuosday April 23, 2019 Problem # 1: For the beam shown below, design the cri...

Design for Shear Dus Tuosday April 23, 2019 Problem # 1: For the beam shown below, design the critical section for shear usng # 10 U-shaped strups. Neglect cokumn width n your cakcuhtion Given: b-350 mm,f,' 21 MPa.,6-420 MPa, and d-600 + 35-635 mm. 00 KN (L) 40 KN/m (D 600 mm 740 mm 8 #29 70 mm 4 m 4 m 70 mm 350 mm Problem # 2: Re-solve Example (3) in te lecture notes (Notes l 1) using...
The internal shear force at a certain section of a steel beam is V = 210...

The internal shear force at a certain section of a steel beam is V = 210 kN . The beam cross section shown in the figure has dimensions of t f = 17 mm , b f = 290 mm , d = 406 mm , and t w = 10 mm . Determine: (a) the shear stress at point A, which is located at y A = 78 mm below the centroid of the wide-flange shape. (b) the maximum...
SO mm 50 mm - 100 mm Problem 4 - Shear Stress (25 pts) The wood...

SO mm 50 mm - 100 mm Problem 4 - Shear Stress (25 pts) The wood beam has an allowable shear stress of Tallow = 8 MPa. Determine the maximum shear force V that can be applied to the cross section. 50 mm 200 mm SO mm

Find the Magnitude of the Maximum Shear Stress in the below beam and cross-section, if: w...

Find the Magnitude of the Maximum Shear Stress in the below beam and cross-section, if: w = 13 kN/m L = 9 m b = 93 mm h = 193 mm Ensure that your answers are in MPa. w IIIIIIIIII Cross-Section:
For the beam and loading shown, design the cross section of the beam, knowing that the...

For the beam and loading shown, design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 11.5 MPa. (Round the final answer to one decimal place.) 1.8 kN 3.6 KN 40 mm 0.8 m 0.8 m 0.8 m The height h of the beam is mm.
If the beam is made from wood having an allowable shear stress tallow = 3 MPa determine the maximum magnitude of P.

If the beam is made from wood having an allowable shear stress tallow = 3 MPa determine the maximum magnitude of P.

2. For the beam and loading shown, design the cross section of the beam, knowing that...

2. For the beam and loading shown, design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 12 MPa 2.5 KN 2.5 KN 100 mm 6 kN/m 0.6 m 0.6 m 3. Knowing that the allowable normal stress for the steel used is 160 MPa, select the most economical S shape beam to support the loading shown. SO KN 100 kN/m B 0.8m- 1.6 m