Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section, has an over all width 200 mm and all depth 300 mm with flanges and web of thickness 20 mm shown in figure (1-B). (a) Draw the shear force and bending moment diagrams of the beam; (b) Determine the maximum compression and tension bending stress which can setup in the beam. 25 20 kN 20 kN 10 kN 150 60 kN/m (All dimensions in mm) 30 kN/m 100 1.5 m 1m lm Im 50 50 50 50 50 Figure (1-A) Figure (1-B)

Structural Analysis
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Chapter2: Loads On Structures
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Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section,
has an over all width 200 mm and all depth 300 mm with flanges and web of thickness
20 mm shown in figure (1-B). (a) Draw the shear force and bending moment diagrams of
the beam; (b) Determine the maximum compression and tension bending stress which can
setup in the beam.
25
20 kN
20 kN
10 kN
150
60 kN/m
(All dimensions in mm)
30 kN/m
100
1.5 m
lm
1m
lm
50
50
50
Figure (1-A)
Figure (1-B)
Q2: A simply supported beam AB has a length of 3 m and carries distributed load which
varies in linear manner from (1w) N/m at A support to (2w) N/m at the B support and
concentrated load (1.5w) N at 2 m from A support, and the beam has hollow circular cross
section of diameter ratio din/dout =1/3. Draw S.F. and B.M. diagrams for the beam and
determine the value of (w) if the maximum bending stress 110 N/mm2, and the average
shear stress at 1 m from point A equal to 15 N/mm2.
Transcribed Image Text:Q1: A simply supported beam as shown in figure (1-A) below, having an I-cross section, has an over all width 200 mm and all depth 300 mm with flanges and web of thickness 20 mm shown in figure (1-B). (a) Draw the shear force and bending moment diagrams of the beam; (b) Determine the maximum compression and tension bending stress which can setup in the beam. 25 20 kN 20 kN 10 kN 150 60 kN/m (All dimensions in mm) 30 kN/m 100 1.5 m lm 1m lm 50 50 50 Figure (1-A) Figure (1-B) Q2: A simply supported beam AB has a length of 3 m and carries distributed load which varies in linear manner from (1w) N/m at A support to (2w) N/m at the B support and concentrated load (1.5w) N at 2 m from A support, and the beam has hollow circular cross section of diameter ratio din/dout =1/3. Draw S.F. and B.M. diagrams for the beam and determine the value of (w) if the maximum bending stress 110 N/mm2, and the average shear stress at 1 m from point A equal to 15 N/mm2.
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