Determine the dead load and the live load uniform loads of the beam cross-section shown in addition to its own weight. The length of the beam is 8 m with hinge support at 1.25 meters from the left end and roller support at 1.5 m from the right end. Use fc' =21 MPa and fy=414 MPa. Assume that the beam is exposed to the weather. The bar diameter is 25 mm. Use all NSCP provisions regarding concrete covering and stirrups diameter. 600 mm -350 mm- $50 mm 50 mm

Determine the dead load and the live load uniform loads of the beam cross-section shown in addition to its own weight. The length of the beam is 8 m with hinge support at 1.25 meters from the left end and roller support at 1.5 m from the right end. Use fc' =21 MPa and fy=414 MPa. Assume that the beam is exposed to the weather. The bar diameter is 25 mm. Use all NSCP provisions regarding concrete covering and stirrups diameter. 600 mm -350 mm- $50 mm 50 mm

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Calculate maximum deflection of the concrete beams Check the suitability of the section assuming the code limitation of L/240. If maximum deflection doesn’t meet the code requirement, propose your solution
Concrete designs, ultimate single , i need solutions in 10 minutes please. Q/determine the live load can be applied on the beam shown in fig. use (fc'=21MPa) and (fy=420MPa).
COMPLETE SOLUTION WITH F.B.D. A reinforced concrete column 400 mm in diameter is designed to carry an axial compressive load of 400 KN. Determine the required area of reinforcing steel if the allowable stresses are 6 MPa and 120 MPa for the concrete and steel, respectively. Use Econcrete = 14 GPa and Esteel = 200 GPa.
With FBD, and explain how to solve it please
Question 8 1 p The rectangular doubly reinforcement stress concrete block with the arrangement of reinforcement of 2N28 bars on top and 3N28 bars on bottom. The modulus of elasticity are Ec=23,500MPa and Es = 200,000MPa. Dead load is 18KN/m and live load is 12KN/m. f'c = 25MPa 800 TE 730 N12 ligs (fsv.t-500MPa) Ast = 3N28 350 Span = 10m Figure 3 Calculate the concrete stresses in tension and compression of the reinforcement concrete beam shown in Figure 3. Compression concrete stress Choose ] Tension Concrete stress Choose]
Pa max b) A, = 1056 mm? 2. Calculate the ultimate capacity of a rectangular beam with b-350mm, d-540mm, A, =5- 25 mm. Assume fc-24 MPa, fy-345 MPa. use NSCP 2015 ANSWERS: OM, max = 366.2 kN. m 3. A reinforced concrete beam has the following properties:
A rectangular cantilever beam has a width of 300mm and an effective depth of 480mm. It is reinforced with 7-25mm bars. The beam is carrying a uniformly distributed dead load of 15kN/m. The compressive strength of the concrete is 21MPa and the yield strength of the steel is 415MPa. The magnitude of the Ultimate moment capacity is Blank 1kN.m.
1.2m 10 cm O 7cm -7cm O This concrete beam has four A-35 steel rods of one centimeter diameter and a square cross section. It experiences a compressive axial load of 200kN. You must calculate the stresses developed in the two components in the figure.
L (m)=2.8 h (mm)=375 hs (mm)=325 b (mm)=275 (Ơst)allow (MPa)=150 (Ơconc)allow (MPa)= 18
Please show me the detailed solution. Thank you!
A concrete beam of length 5.5m is built monolithically with the slab. Originally, the beam has a width of 300mm and effective depth of 400mm. If the flange of the slab is 150mm and the total area tension steel bars is 500 sq.cm., determine the design capacity of the beam structure. The concrete has a compressive strength of 25 MPa, steels' yield strength is 420 MPa. and the beam's clear span from its adjacent beams is 2.15m.
Provide complete and neat solution