a 6m concrete beam having a self weight of 150kn/m is supportee at b and c. calculate all reactions at all supports. cal
Posted: Thu May 26, 2022 11:40 am
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 1 (369.93 KiB) Viewed 15 times
- A 6m Concrete Beam Having A Self Weight Of 150kn M Is Supportee At B And C Calculate All Reactions At All Supports Cal 2 (369.93 KiB) Viewed 15 times
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