SOLVE please Determine the design bending strength of ISLB 350 @ 486 N/m, considering the beam to be laterally supported. Assume factored design shear force will not exceed 0.6 times the design shear strength of the cross-section. If it is used as simply support beam of unsupported length 5 m then determine the factored distributed load the beam can carry. Use Fe410 grade steel For ISLB 350 @ 486 N/m, section properties are as follows: h = 350 mm; b= 165 mm; t = 11.4 mm; t = 7.4 mm; R₁ = 16 mm; w Izz = 13158.3 × 10¹ mm¹; Iyy = 631.9 × 10 mm¹; Zpz = 851.11 × 10³ mm³; Zez= = 751.9 × 103 mm³
SOLVE please Determine the design bending strength of ISLB 350 @ 486 N/m, considering the beam to be laterally supported. Assume factored design shear force will not exceed 0.6 times the design shear strength of the cross-section. If it is used as simply support beam of unsupported length 5 m then determine the factored distributed load the beam can carry. Use Fe410 grade steel For ISLB 350 @ 486 N/m, section properties are as follows: h = 350 mm; b= 165 mm; t = 11.4 mm; t = 7.4 mm; R₁ = 16 mm; w Izz = 13158.3 × 10¹ mm¹; Iyy = 631.9 × 10 mm¹; Zpz = 851.11 × 10³ mm³; Zez= = 751.9 × 103 mm³
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![SOLVE please
Determine the design bending strength of ISLB 350 @ 486 N/m, considering the
beam to be laterally supported. Assume factored design shear force will not exceed
0.6 times the design shear strength of the cross-section. If it is used as simply support
beam of unsupported length 5 m then determine the factored distributed load the
beam can carry.
Use Fe410 grade steel
For ISLB 350 @ 486 N/m, section properties are as follows:
h = 350 mm; b= 165 mm; t₁ = 11.4 mm; t = 7.4 mm; R₁ = 16 mm;
Izz
= 13158.3 × 104 mm²; I = 631.9 × 10¹ mm²; Zpz = 851.11 × 10³ mm³;
Zez
= 751.9 x 10³ mm³](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa451e3bd-c7e9-4eec-9cb5-66de7e9566bb%2Feb462389-3603-4548-a570-fa2198e8ce01%2F29dshzs_processed.jpeg&w=3840&q=75)
Transcribed Image Text:SOLVE please
Determine the design bending strength of ISLB 350 @ 486 N/m, considering the
beam to be laterally supported. Assume factored design shear force will not exceed
0.6 times the design shear strength of the cross-section. If it is used as simply support
beam of unsupported length 5 m then determine the factored distributed load the
beam can carry.
Use Fe410 grade steel
For ISLB 350 @ 486 N/m, section properties are as follows:
h = 350 mm; b= 165 mm; t₁ = 11.4 mm; t = 7.4 mm; R₁ = 16 mm;
Izz
= 13158.3 × 104 mm²; I = 631.9 × 10¹ mm²; Zpz = 851.11 × 10³ mm³;
Zez
= 751.9 x 10³ mm³
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