a) Draw the bending moment (M) diagram due to t = +20 ◦C uniform
temperature change.
b) Draw the bending moment (M) diagram due to ∆t = +15 ◦C
relative temperature change.
c) Draw the bending moment (M) diagram due to the prescribed
support settlements
(EI = 1.800.000 kNm2 , ε = 10^(−5) 1/◦C).
0: L= 8 m; h=4m: k = 0.5: ex: 8x0,5=4m
A Draw The Bending Moment M Diagram Due To T 20 C Uniform Temperature Change B Draw The Bending Moment M Diag 1 (54.13 KiB) Viewed 25 times
1 For the structure given below; 1.2m 31 31 21 4m 1 T 0.5 cm 0.3 cm 1 rad 800 4m 4m 4m t + X a) Draw the bending moment (M) diagram due to t = +20 °C uniform temperature change. b) Draw the bending moment (M) diagram due to At = +15 °C relative temperature change. c) Draw the bending moment (M) diagram due to the prescribed support settlements (EI = 1.800.000 kNm², ε = 10-5 1/°C).
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