No wrong answer for no dislike 230Question 3:The bracket plate shown in figure Q.3. is subjected to an100 kNeccentrically applied load of 100 kN that causes momentand shear in the bolt group. Check the adequacy of the55severely stressed bolt with respect to85(a) Shear capacity of single bolt and十一中85All dimensions(b) Bearing capacity to bear against 12 mm thickplate, considering threads are not in bearingare in mm8512 mm thick platearea,55Figure Q.3.when M24 bolts of bolt grade 5.6 are used withS355JR grade plates.110

According to given data he bracket plate shown in figure Q.3. is subjected to an eccentrically…

The bracket plate shown in figure Q.3. is subjected to an eccentrically applied load of 100 kN that causes moment and shear in the bolt group. Check the adequacy of the severely stressed bolt with respect to (a) Shear capacity of single bolt and (b) Bearing capacity to bear against 12 mm thick plate, considering threads are not in bearing

The bracket plate shown in figure Q.3. is subjected to an eccentrically applied load of 100 kN that causes moment and shear in the bolt group. Check the adequacy of the severely stressed bolt with respect to (a) Shear capacity of single bolt and (b) Bearing capacity to bear against 12 mm thick plate, considering threads are not in bearing

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

10) what is the bolt shear capacity of the flange connection in kips? (2 decimal places). A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
18) what is the compressive buckling capacity of flange plate of the flange connection in kips? (2 decimal places)A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
5. what is the shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal places)A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
8) what is the flexural rupture capacity of the shear plate of the shear connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
A 400x12 mm steel plate has a staggered bolt hole arranged as shown. Diameter of bolt is taken as 29mm. Use A36 steel. Consider that the member is being tensioned on both sides. 1.) Calculate the distance "b" in millimeters so that the net area in path 1-2-3-4 is equal to the net area of path 1-2-4. 2.) Using the calculated "b" from the previous problem, solve for the critical net area in mm^2 3.) Using the calculated "b" from the previous problem, solve for the design tensile strength in KN.
An A36 axially loaded 12mm thick tension member is connected to a gusset plate using 5pcs 20mm diameter rivets arranged as shown. Use Fy= 248MPa & Fu=400MPa for the steel plates. Given a=67mm, b=99mm, c=67mm, x=76mm, y=68mm and z=63mm. Considering the green shaded area to be in Block Shear Rupture (BSR), where its nominal block shear strength can be calculated using Rn=0.6FuAnv+UbsFuAnt . Calculate the net area along tension surfaces, Ant in mm2. Express your answer in whole number.
The riveted lap connection shown consists of two(2) – PL 12 mm × 280 mm. 1. If allowable bearing stress in holes is 1.2Fu where Fu is the ultimate strength of the plate and which is equal to 400 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 563.3 kN b. 460.8 kN c. 683. 6 kN d. 405.9 kN 2. If allowable yielding of gross area is Fy/1.67, where Fy is the yield strength of the plate and which is equal to 250 MPa, find the maximum allowable force P that can be applied neglecting effect of eccentricity. a. 534 kN b. 560 kN c. 446 kN d. 503 kN 3. If diameter of hole equals diameter of rivet, what is the net area of edge-3-4-edge in square millimeters? a. 2540 b. 2590 c. 2880 d. 2040
Determine the capacity of the details shown below. A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi g) what is the flexural/local buckling capacity of the shear plate of the shear connection in kips? (2 decimal places)
19) what is the block shear rupture capacity of beam flange of the flange connection in kips? (2 decimal places)A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
11) what is the bolt bearing capacity of flange plate of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi
Problem 12. A plate is used as a bracket and is attached to a column flange as shown in the figure. The loads are factored loads. The eccentricity of the load is a x = 30 mm; y = 75 mm b x = 45 mm; y = 100 mm c x = 150 mm; y = 250 mm d x = 180 mm; y = 125 mm 13. For the connection shown in problem, the resisting moment of the bolts is a 18 kN - m b 20.915 kN - m c 29.25 kN - m d 36 kN - m 14. For the connection shown in problem 12, using elastic analysis the force on the most stressed bolt is a 21.451 kN b 57.051 kN c 91.415 kN d 180 kN 15. For the connection shown in problem 12, the critical bolt is the bolt located at a upper left b upper right c lower left d lower right 16. For the connection shown in problem, determine the diameter of the bolts if A325X bolts are used. a M16 bolts b M20…
12) what is the bolt bearing capacity of beam flange of the flange connection in kips? (2 decimal places) A992: Fy=50ksi, Fu=65ksiA36: Fy=36ksi, Fu=58ksieffective bolt hole diameter = bolt hole + 1/16"beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.Fexx=70ksi