The structure supports a distributed load of w. The limitingstress in rod (1) is 320 MPa, and the limiting stress in eachpin is 160 MPa. If the minimum factor of safety for the2.30 m28-mm-diam. pinstructure is 2.40, determine the maximum distributed loaddouble shearBmagnitude w that may be applied to the structure plus thestresses in the rod and pins at the maximum w.24-mm-diam, rod16-mm-dianm, rod5.90 m(1)single shear26-mm-diam. pinw7426.08kN/mX6.80 mThy One01133.33MPAXTB271.142MPAX78.837MPAX

Answered: Image /qna-images/answer/99511ce5-b099-42a1-85e5-1a2d77f2ed85.jpg

The structure supports a distributed load of w. The limiting stress in rod (1) is 320 MPa, and the limiting stress in each pin is 160 MPa. If the minimum factor of safety for the 2.30 m 28-mm-diam, pin structure is 2.40, determine the maximum distributed load double shear magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 24-mm-diam. rod 16-mm-diam, rod 5.90 m (1) single shear 26-mm-diam. pin 6.80 m 7426.08 kN/mX THY One 133.33 MPAX TB 271.142 MPAX TC 78.837 MPAX

The structure supports a distributed load of w. The limiting stress in rod (1) is 320 MPa, and the limiting stress in each pin is 160 MPa. If the minimum factor of safety for the 2.30 m 28-mm-diam, pin structure is 2.40, determine the maximum distributed load double shear magnitude w that may be applied to the structure plus the stresses in the rod and pins at the maximum w. 24-mm-diam. rod 16-mm-diam, rod 5.90 m (1) single shear 26-mm-diam. pin 6.80 m 7426.08 kN/mX THY One 133.33 MPAX TB 271.142 MPAX TC 78.837 MPAX

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

PROBLEM 04. Structure ABD shown is supported at pt. B by a 32-mm diameter rod and at pt. A by a 30mm diameter pin used in The rod is connected at pt. B and pt. C by 20mm diameter pins used in a double shear connection. single shear connections. Each of the pins has an ultimate shear strength of 320MN/m2. A concentrated load of P=45 kN acts as shown. Determine the following: c. the normal stress in rod BC d. the shearing stress in the pins at pt. A and B 5.0m 6.50m 1.5pm 4.50m
Determine the principal stress in the beam at point A. 60 kN 50 mm 150 KN 150 mm mm -05m- -025m
Don't be confused, the 10 kn will be 18 kn and 15kn/m will be 31 kn/m. Disregard the id things. Upvote guaranteed
ACTIVITY Compute for the shearing stress in the pin at B for the member supported as shown in the figure. The diameter of the pin is 20mm. K.R.R.P. 00 Pin at B 200 mm- 40 KN AL B 250 mm
Cross-section of each member is 400 mm2 2 m 19. Determine the normal stress at 2 m member GI. 20. Determine the normal stress at F15m--15m-15m---15m- member BC. 21. Determine the 6KN normal stress at member CJ. 22. Determine the normal stress at member DE.
الأول لمادة مقاومة المواد Question # 1: Determine the maximum shear stress acting at section a-a in the beam and the shearing stress at the junction of the flange and web plot the shearing stress along the beam. 200 mm 8000 N a 111 1.5 m 1.5 m 150 N/m 4 m G D 50 mm E 400 mm 75 mm 600 mm 75 mm
3. The beam is subjected to a shear of V-4 kN. Detemine the average shear stress developed in each nail if the nails are spaced 100 mm apart on each side of the beam. Each nail has a diameter of 4 mm. 100 mm 25 mm mm 75 mm mm 75 mi -75 nm 25 mm
Q1: A torque T= 4 kN.m G of steel core 77 GPa and G of aluminum 27 GPa, Determine: (a) maximum shearing stress in the in the steel core (b) the maximum shearing stress in the aluminum jacket. (c) the angle of twist at A.
Determine the distribution of the shear stress over the cross section of the beam shown in Fig.a
1.
The 60-mm-diameter solid shaft is subjected to the distributed and concentrated torsional loadings shown. Determine the absolute maximum and minimum shear stresses on the shaft’s surface and specifies their locations, measured from the free end.
answer the ff. and draw the fbd