A beam of T section is supported and loaded as shown. a) (15 pts) Construct the...
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A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in. A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in. A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in. A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in. A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in. A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in. A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in. A beam of T section is supported and loaded as shown. a) (15 pts) Construct the shear and bending moment diagram, provide expressions for the shear and bending moment on each segment, provide graphs, indicate the ends of segments values. b) (15 pts) Find the maximum tensile and compressive stress in the beam c) (10 points) Find the maximum shear stress in the beam, indicate location on the beam and in the section 2₁-4ft P= 625 lb q-80 lb/ft 1₂=8f23- 5 f t = in. in. h'= 3 in. b = 2½ in.
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Related Book For
Shigleys Mechanical Engineering Design
ISBN: 978-1121345317
9th edition
Authors: Richard G. Budynas, J. Keith Nisbett
Posted Date:
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