A beam fabricated from western white pine has been reinforced by bonding steel strips on its top and bottom surfaces as shown. If the design is limited to wood = 1.6 ksi in the wood and steel = 35 ksi in the steel, determine the maximum bending moment if the beam bends about its horizontal axis of symmetry. Given: L₁ = 10 in L₂ = 1.1 in • L3= 5.7 in ● Mmar = STEEL N.A. -- WOOD number (rtol-0.01, atol-1e-05) L3- L2 L₁ 亡 kip in L2
A beam fabricated from western white pine has been reinforced by bonding steel strips on its top and bottom surfaces as shown. If the design is limited to wood = 1.6 ksi in the wood and steel = 35 ksi in the steel, determine the maximum bending moment if the beam bends about its horizontal axis of symmetry. Given: L₁ = 10 in L₂ = 1.1 in • L3= 5.7 in ● Mmar = STEEL N.A. -- WOOD number (rtol-0.01, atol-1e-05) L3- L2 L₁ 亡 kip in L2
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter12: Composite Materials
Section: Chapter Questions
Problem 10ETSQ
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![A beam fabricated from western white pine has been reinforced by bonding steel strips on its top and bottom
surfaces as shown. If the design is limited to wood = 1.6 ksi in the wood and steel = 35 ksi in the steel,
determine the maximum bending moment if the beam bends about its horizontal axis of symmetry.
Given:
• L₁ = 10 in
L₂ = 1.1 in
STEEL
N.A.
WOOD
• L₂ = 5.7 in
L3
Mmar number (rtol=0.01, atol-1e-05)
L3
Cont
▼
L₂
L₁
kip in
L2
Tan
SEPARA
Ma
Pen](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fee563bfe-badf-4a9d-9a7e-d47066dc4e0e%2F1a7cbfe1-8d80-48b9-a266-033307c77e84%2F6japipl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A beam fabricated from western white pine has been reinforced by bonding steel strips on its top and bottom
surfaces as shown. If the design is limited to wood = 1.6 ksi in the wood and steel = 35 ksi in the steel,
determine the maximum bending moment if the beam bends about its horizontal axis of symmetry.
Given:
• L₁ = 10 in
L₂ = 1.1 in
STEEL
N.A.
WOOD
• L₂ = 5.7 in
L3
Mmar number (rtol=0.01, atol-1e-05)
L3
Cont
▼
L₂
L₁
kip in
L2
Tan
SEPARA
Ma
Pen
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