Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 • L1= 24 ft • L2 = 6 ft 'I G-1 Live load 30 psf = 4" Thick concrete slab (density = 150 pcf) • 5/8" Thick terrazzo (12 lb/ft2/in) • Beam weight = 35 lb/ft . Girder weight = 26 lb/ft Please round to the nearest one. One end reaction for B-1 = lbs One end reaction for G-1 = lbs Please answer all parts of the question. I H L2 L2 L2 L2 I H

Determine end reactions for Beam B-1 and Girder G-1. L1 B-1 • L1= 24 ft • L2 = 6 ft 'I G-1 Live load 30 psf = 4" Thick concrete slab (density = 150 pcf) • 5/8" Thick terrazzo (12 lb/ft2/in) • Beam weight = 35 lb/ft . Girder weight = 26 lb/ft Please round to the nearest one. One end reaction for B-1 = lbs One end reaction for G-1 = lbs Please answer all parts of the question. I H L2 L2 L2 L2 I H

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

GROUP A B3 Given: 3 Concrete, f'c= 24MPA. Steel, fy= 420MPA. Superimposed dead load, WsD= 4.5kN/m:. SLAB 1 Live load, WL= 2.5kN/m:. Perimeter wall weight= 21KN/m. All columns are 300x600mm. Design the slab and beam B2 B3 5.00m 5.00m 5.00m B) 2) 6.50m B1 6.50m B2 1.00m B2 B1
I need the answer to the question in reinforced concrete
I need the answer to the question in reinforced concrete
a. determine the design moment that the beam will carry in kN-m at the midspan. b. determine the required steel area in mm^2 c. determine the number of 16mm diameter bars
Top tie 4. Assume that the wet concrete (s.w. = 150 Ibf/ft3) behaves as a liquid. Determine the force per unit foot of length exerted on the forms. If the forms are held in place as shown, with the ties between vertical braces spaced every 2 ft, what force is exerted on the bottom tie? Brace Form 9 ft Concrete Bottom tie
All question pertain to the following floor plan. The floor load is 60 lb/ft?. Ignore the self weight of the members. The building is three stories tall. I- I- GZ 20 10! C2 B1 30' 22
Given a rectangular section of b = 300mm, h = 400mm, a, = a', = 40mm; the concrete is of grade C30, the steel is HRB400. Find the reinforcement (A, and A') required for a load of M = 218kNm and an axial compression N= 396KN. %3D
A rectangular beam 250 mm wide, 500 mm deep is reinforced at the bottom with 4-20-mm-diameter bars and at the top with 2-16-mm bars. Concrete cover to bar centroid at the top is 80 mm and at the bottom is 70 mm. Use concrete strength f’c = 21 MPa and steel yield strength fy = 415 MPa for 20-mm bars and fy = 275 MPa for 16-mm bars. Determine the nominal moment capacity in kN∙m of the beam in negative bending.
Design a singly reinforced beam. Use f'c = 28 MPa, fy = 414 MPa
Calculate the factored moment strength of the slab below. If the only dead load the slab has to handle is its own self-weight, how much service live load can the slab hold? For finding this make the moment strength you calculate equal to Mu and solve for the possible live load using a factored load equation. f'c = 3000 psi, fy = 40000 psi A A -Span for design = 12'-0"– clear #8 @ 6" 0.c. Section A-A 8"
For the following plan it is required to: 1- Design all beams for flexure and shear, where they have additional 30 kN/m distributed factored load 2- Design the columns. The concrete has a strength of 30 MPa, and the yield strength of the steel is 420 MPa. Show full calculations and neat sketches. All dimensions are in m. I 03 B2 0,3 7 B1 Wu=20 kN/m2 B1
1. A rectangular beam section is 10 in. wide and has a structural depth of 13.5 in. Reinforcement consists of two No. 8 bars. Given that the strength normalweight concrete is 4000 psi and there is NO shear reinforcement in the section, determine the nominal shear capacity allowed by the ACI Code. (5 pt) (Hint: No web reinforcement, so Vc = 8λ¸λ(pw)¹/³¸ √ Fcbw d cbwd shall be used).