a 6m concrete beam having a self weight of 150kn/m is supportee at b and c. calculate all reactions at all supports. calculate the slope and deflection at point a for the beam using Macaulay method
A 6 m concrete beam having a self-weight of 150 kN/m as shown in Figure 1 below is supported at B, and C. a) Calculate all reactions at all supports. [5] b) Calculate the slope and deflection at point A for the beam using the Macaulay Method. [20] Given: E = 2 X 105 N/mm² 1 = 3 x 107 mm4 150kw/m Du A mag AB SLNZ 2mm 4m
A 6 m concrete beam having a self-weight of 150 kN/m as shown in Figure 1 below is supported at B, and C. a) Calculate all reactions at all supports. [5] b) Calculate the slope and deflection at point A for the beam using the Macaulay Method. [20] Given: E = 2 X 105 N/mm² 1 = 3 x 107 mm4 150kw/m Du A mag AB SLNZ 2mm 4m
a 6m concrete beam having a self weight of 150kn/m is supportee at b and c. calculate all reactions at all supports. cal
-
- Site Admin
- Posts: 899603
- Joined: Mon Aug 02, 2021 8:13 am