Calculate ultimate moment of resistance of R.C. Slab 130 mm thick, reinforced with 10 mm φ bars @ 100 mm c/c. Cover to center of bars is 20 mm. M20 concrete and Fe415 steel. To calculate the ultimate moment of resistance (Mu) of a reinforced concrete slab, follow these steps: Given Data: Slab Thickness (d):…
Using L.S.M., calculate ultimate moment of resistance of a beam 230 mm × 400 mm effective, reinforced on tension side with three bars of 20 mm diameter bars. Assume M20 concrete and Fe415 steel. To calculate the ultimate moment of resistance (M_u) of a reinforced concrete beam using the Limit State Method (L.S.M.), follow these…
Calculate the ultimate moment of resistance of R.C. beam 250 mm × 500 mm. Reinforcement of 1256 mm2 is placed at a distance of 30 mm from the bottom face. Use M20 concrete and Fe250 steel. To calculate the ultimate moment of resistance for a reinforced concrete (R.C.) beam, we follow these steps:
A singly reinforced concrete beam 200 mm width and having effective depth 350 mm is reinforced with 3 bars of 12 mm diameter. Using M15 concrete of Fe415 steel, calculate moment of resistance of the section.
A singly reinforced beam 230 mm × 500 mm effective cross-section is simply supported and has 6 m. effective span. Beam is reinforced with 4 Nos. of 16 mm φ bars in tension. Calculate maximum UDL (including self weight) it can carry over entire span. Use concrete of grade M20 and steel Fe415 grade. …
Find the ultimate moment of resistance for a singly reinforced concrete beam having 230 mm wide and 400 mm effective depth. It is reinforced with 4 bars of 16 mm diameter. Use M15 and Fe415 grade materials. What will be the moment of resistance if 5 bars of 16 mm diameter are used? Will the…
A RCC beam of rectangular section 250 mm wide and 600 mm deep (effective) is reinforced on tension side by 4 bars of 20 mm diameter. The beam is subjected to mild exposure conditions. Use M20 and Fe415 grade materials.
The limiting values of the neutral axis and moment of resistance depend on the type of steel used in reinforced concrete design. Here’s a summary for mild steel, Fe415, and Fe500: 1. Mild Steel (Fe250)
An RCC beam 230 mm wide and 400 mm deep (effective) is supported over an effective span of 6.0 m and reinforced with 4 bars of 20 mm diameter along tension side. What is the working load (inclusive of self weight) it can sustain? Use M15 concrete and Fe415 steel. To calculate the working load…
A singly reinforced rectangular beam is 450 mm (wide) and 560 mm (effective depth) with tensile reinforcement of 4 mild steel bars of 20 mm diameter. The effective cover to tensile reinforcement is 40 mm. Establish whether the section is under-reinforced or over-reinforced and calculate ultimate moment of resistance of beam. Use M20 concrete.
