The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm x 109 kg/m with 12 mm web thickness to a shear load, P (KN). 2L - 90 mm x 90 mm x 6 mm with bolts frame the beam to the girder. Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 110 mm S5 = 40mm Allowable Stresses are as follows: Bolt shear stress, Fv = 120 MPa Bolt bearing stress, Fp = 480 MPa Determine the allowable load, P (KN), based on the shear capacity of the 4- 25 mm diameter bolts (4-d1) Calculate the allowable load, P (KN), based on bolt bearing stress on the web of the beam. If P = 250 kN at an eccentricity, e = 50 mm determine the tensile stress (MPa) on the critical bolt of the 8-22 mm diameter bolts (8-d2).
The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm x 109 kg/m with 12 mm web thickness to a shear load, P (KN). 2L - 90 mm x 90 mm x 6 mm with bolts frame the beam to the girder. Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 110 mm S5 = 40mm Allowable Stresses are as follows: Bolt shear stress, Fv = 120 MPa Bolt bearing stress, Fp = 480 MPa Determine the allowable load, P (KN), based on the shear capacity of the 4- 25 mm diameter bolts (4-d1) Calculate the allowable load, P (KN), based on bolt bearing stress on the web of the beam. If P = 250 kN at an eccentricity, e = 50 mm determine the tensile stress (MPa) on the critical bolt of the 8-22 mm diameter bolts (8-d2).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![W410 x 67
W530 x 109
S4
*52
S2
S3
S3
8 - d2
8- d2
2Ls
S3
S3
S3
S3
S2
S5
4 - d1
4 – d1
1) DETAIL
-](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F984a2a9a-15ae-4e47-842a-dc8d1b37c3d9%2F0ff55648-2251-4f13-8a70-6b3495cc6e7b%2F3vg9wz_processed.png&w=3840&q=75)
Transcribed Image Text:W410 x 67
W530 x 109
S4
*52
S2
S3
S3
8 - d2
8- d2
2Ls
S3
S3
S3
S3
S2
S5
4 - d1
4 – d1
1) DETAIL
-
![The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm x 109 kg/m with 12 mm web thickness to a shear load, P (kN). 2L
- 90 mm x 90 mm x 6 mm with bolts frame the beam to the girder.
Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 110 mm S5 = 40mm
Allowable Stresses are as follows:
Bolt shear stress, Fv = 120 MPa
Bolt bearing stress, Fp = 480 MPa
Determine the allowable load, P (kN), based on the shear capacity of the 4 – 25 mm diameter bolts (4 – d1)
Calculate the allowable load, P (kN), based on bolt bearing stress on the web of the beam.
If P = 250 kN at an eccentricity, e = 50 mm determine the tensile stress (MPa) on the critical bolt of the 8 – 22 mm diameter bolts (8 - d2).](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F984a2a9a-15ae-4e47-842a-dc8d1b37c3d9%2F0ff55648-2251-4f13-8a70-6b3495cc6e7b%2F1gv260p_processed.png&w=3840&q=75)
Transcribed Image Text:The beam, W410 mm x 67 kg/m, with 9mm web thickness subjects the girder, W530 mm x 109 kg/m with 12 mm web thickness to a shear load, P (kN). 2L
- 90 mm x 90 mm x 6 mm with bolts frame the beam to the girder.
Given: S1 = 40 mm S2 = 40 mm S3 = 80 mm S4 = 110 mm S5 = 40mm
Allowable Stresses are as follows:
Bolt shear stress, Fv = 120 MPa
Bolt bearing stress, Fp = 480 MPa
Determine the allowable load, P (kN), based on the shear capacity of the 4 – 25 mm diameter bolts (4 – d1)
Calculate the allowable load, P (kN), based on bolt bearing stress on the web of the beam.
If P = 250 kN at an eccentricity, e = 50 mm determine the tensile stress (MPa) on the critical bolt of the 8 – 22 mm diameter bolts (8 - d2).
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