1) Several loads are applied to a cantilevered beam as shown. A WT305 X 70 standard steel shape is used for the beam and the dimensions are shown below. a) Plot the shear force and bending moment diagram of the beam using the graphical method. Be sure to track calculations and clearly specify the maximum positive and negative values for shear and moment. [Ans. to Check: Vmax-positive = 40 kN; Mmax-negative = -70 kN-m] b) Locate the neutral axis of the cross-section relative to the bottom of the shape in mm. [Ans. to Check: y = 233 mm from bottom] c) d) Compute the moment of inertia in mm* about the z-axis. [Ans. to Check: I₂ = 78,338,100 mm¹] Calculate the bending stress in the top and bottom of the beam at the point of maximum positive moment (in MPa). Be sure to specify which fiber is in tension and which fiber is in compression. Plot the normal stress distribution for this location using the rules we learned in class. [Ans. to Check: Otop=49.15 MPa (C)] e) Calculate the bending stress in the top and bottom of the beam at the point of maximum negative moment (in MPa). Be sure to specify which fiber is in tension and which fiber is in compression. Plot the normal stress distribution for this location using the rules we learned in class. [Ans. to Check: 0 top = 68.8 MPa (T)] f) Use your answers from parts (d) and (e) to determine the location, magnitude, and sign of the maximum normal tensile and compressive stresses due to bending (in MPa). Note: Specify where these stresses happen along the beam (e.g. x = 2m) and where in the section (e.g. top or bottom). 50 kN-m 20 kN 2 m 60 KN 287.8 mm B Beam loading along its length 230 mm An 3 m 1 40 kN/m -13.1 mm 22.2 mm 1 m. D Cross-section of the beam (view looking down the beam from A to D)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1) Several loads are applied to a cantilevered beam as shown. A WT305 X 70 standard steel shape is
used for the beam and the dimensions are shown below.
a) Plot the shear force and bending moment diagram of the beam using the graphical method. Be
sure to track calculations and clearly specify the maximum positive and negative values for shear
and moment. [Ans. to Check: Vmax-positive = 40 kN; Mmax-negative = -70 kN-m]
b)
Locate the neutral axis of the cross-section relative to the bottom of the shape in mm. [Ans. to
Check: y = 233 mm from bottom]
c)
d)
Compute the moment of inertia in mm* about the z-axis. [Ans. to Check: I₂ = 78,338,100 mm¹]
Calculate the bending stress in the top and bottom of the beam at the point of maximum positive
moment (in MPa). Be sure to specify which fiber is in tension and which fiber is in compression.
Plot the normal stress distribution for this location using the rules we learned in class. [Ans. to
Check: Otop=49.15 MPa (C)]
e) Calculate the bending stress in the top and bottom of the beam at the point of maximum negative
moment (in MPa). Be sure to specify which fiber is in tension and which fiber is in compression.
Plot the normal stress distribution for this location using the rules we learned in class. [Ans. to
Check: 0 top = 68.8 MPa (T)]
f) Use your answers from parts (d) and (e) to determine the location, magnitude, and sign of the
maximum normal tensile and compressive stresses due to bending (in MPa). Note: Specify where
these stresses happen along the beam (e.g. x = 2m) and where in the section (e.g. top or bottom).
50 kN-m
20 kN
2 m
60 kN
287.8 mm
B
Beam loading along its length
230 mm
3 m
1
40 kN/m
-13.1 mm
22.2 mm
1 m.
D
Cross-section of the beam (view looking down the beam from A to D)
Transcribed Image Text:1) Several loads are applied to a cantilevered beam as shown. A WT305 X 70 standard steel shape is used for the beam and the dimensions are shown below. a) Plot the shear force and bending moment diagram of the beam using the graphical method. Be sure to track calculations and clearly specify the maximum positive and negative values for shear and moment. [Ans. to Check: Vmax-positive = 40 kN; Mmax-negative = -70 kN-m] b) Locate the neutral axis of the cross-section relative to the bottom of the shape in mm. [Ans. to Check: y = 233 mm from bottom] c) d) Compute the moment of inertia in mm* about the z-axis. [Ans. to Check: I₂ = 78,338,100 mm¹] Calculate the bending stress in the top and bottom of the beam at the point of maximum positive moment (in MPa). Be sure to specify which fiber is in tension and which fiber is in compression. Plot the normal stress distribution for this location using the rules we learned in class. [Ans. to Check: Otop=49.15 MPa (C)] e) Calculate the bending stress in the top and bottom of the beam at the point of maximum negative moment (in MPa). Be sure to specify which fiber is in tension and which fiber is in compression. Plot the normal stress distribution for this location using the rules we learned in class. [Ans. to Check: 0 top = 68.8 MPa (T)] f) Use your answers from parts (d) and (e) to determine the location, magnitude, and sign of the maximum normal tensile and compressive stresses due to bending (in MPa). Note: Specify where these stresses happen along the beam (e.g. x = 2m) and where in the section (e.g. top or bottom). 50 kN-m 20 kN 2 m 60 kN 287.8 mm B Beam loading along its length 230 mm 3 m 1 40 kN/m -13.1 mm 22.2 mm 1 m. D Cross-section of the beam (view looking down the beam from A to D)
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