Q3) ( For the beam shown in Figure (3), Draw shear forces and bending moments diagrams with all necessary details and determine the following: 1- Maximum flexural tensile stress 2- Maximum flexural compressive stress 3- Maximum shear stress
Q3) ( For the beam shown in Figure (3), Draw shear forces and bending moments diagrams with all necessary details and determine the following: 1- Maximum flexural tensile stress 2- Maximum flexural compressive stress 3- Maximum shear stress
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q3) (
For the beam shown in Figure (3), Draw shear forces and bending moments diagrams
with all necessary details and determine the following:
1- Maximum flexural tensile stress
2- Maximum flexural compressive stress
3- Maximum shear stress
4- Spacing and number of 10mm diameter nails having 150 MPa allowable shear stress required to
connect webs with the flange as shown in the figure.
Figure (3)
10 kN
15 kN.m
1m
1m
4 kN/m
3 m
25 kN
*
2m
A
→
Nail 10mm Dia.
125 mm
**
25
mm
75
mm
#
25
mm
Nail 10mm Dia.
40 mm
140 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F1d63dc89-0d8e-45bf-8933-99056dda8ecc%2Fda368dd7-9102-45c7-98c0-9afd29e8c22b%2Fy6gpnfn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3) (
For the beam shown in Figure (3), Draw shear forces and bending moments diagrams
with all necessary details and determine the following:
1- Maximum flexural tensile stress
2- Maximum flexural compressive stress
3- Maximum shear stress
4- Spacing and number of 10mm diameter nails having 150 MPa allowable shear stress required to
connect webs with the flange as shown in the figure.
Figure (3)
10 kN
15 kN.m
1m
1m
4 kN/m
3 m
25 kN
*
2m
A
→
Nail 10mm Dia.
125 mm
**
25
mm
75
mm
#
25
mm
Nail 10mm Dia.
40 mm
140 mm
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