(2) (m) 4 4. Determine the following using the floor layout below. Assume this is an upper story in a multistory office building, but not the top story (i.e. no snow loads). Use D=35 psf and L = 65 psf. Factored loads shall be taken as 1.2D + 1.6L. a. Determine the maximum factored moment on interior floor beam B2-B3. b. Determine the factored load on interior column B1 for one story. 3 @ 15 ft. = 45 ft. 45 ft. 45 ft. 45 ft. 35 ft. 35 ft. 35 ft.

(2) (m) 4 4. Determine the following using the floor layout below. Assume this is an upper story in a multistory office building, but not the top story (i.e. no snow loads). Use D=35 psf and L = 65 psf. Factored loads shall be taken as 1.2D + 1.6L. a. Determine the maximum factored moment on interior floor beam B2-B3. b. Determine the factored load on interior column B1 for one story. 3 @ 15 ft. = 45 ft. 45 ft. 45 ft. 45 ft. 35 ft. 35 ft. 35 ft.

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

REINFORCED CONCRETE DESIGNSINGLY REINFORCED BEAM
.
dont round off
A 500mm width square tied column with reinforcement on four faces, the gross steel ratio is 0.02 and the concrete cover from the column surface to the steel centroid is 75mm. What is the nominal axial capacity of the column if subjected to biaxial bending where ex = ey = 300mm. Use fc' = 28 MPa and fy = 415 MPa, reciprocal load method, and interaction diagrams. %3D
Design the simply supported one-way reinforced concrete slab as shown. The service live load is 300 psf and the dead load is the self-weight of the slab only. Use f′c=3000 psi and fy = 60,000 psi. Sketch your design.
Using vertical stirrups, detemine the required value of the spaces between the stirrups for the beam section. For your design, you are free to determine the concrete cover distance. Use fy = 60 ksi, and fc'=4 ksi. By the way, the required shear force (V.), which is given below, is constant along the length of the beam due to the point transverse Q 2. H load on the beam. b b, width (in.) Height (in.) V. Size Number of Stirrups (kips) 4 12 30 66.8
A rectangular beam has a width of 300 mm and an effective depth of 537.50 mm to the centroid of tension steel bars. Tension reinforcement consists of 6-28 mm diameter in two rows, compression reinforcement consists of 2-22 mm. £c= 27.6 MPa, fy= 414.7 MPa. Assume steel covering is 60 mm for compression bars. Calculate the Moment Capacity of the Beam
1. The section of a reinforced concrete T-beam has d = 400mm, bf = 800mm, t = 100mm, bw = 300mm. The beam is reinforced with 8 pcs of 32mm rebars with Fy = 415MPA concrete has F'c = 28MPA. Determine the safe ultimate moment capacity of the beam.
Determine the minimum width "b" of the beam shown if the flexural stress is not to exceed 12 MPa. Answer must be in mm. Given: a = 1 m, b- 4 m. c= 2 m, P- 6 kN, and w = 3 kN/m. P kN 上 cm w kN/m (not scaled) 240 mm, a m bm Ri R,
Please answer as soon as possible.
ULTIMATE STRENGTH DESIGN : FLEXURE IN BEAMS 1. Determine the theoretical steel areas required for tension of a rectangular section with b = 350 mm, d = 700 mm under a factored moment of 1,500 kN-m. If compression steel is required, assume it will be DOUBLY REINFORCED RECTANGULAR BEAMS placed 70 mm from the compression fiber of concrete. Use f;' = 28 Mpa and f, = 420 Mpa. PAOLO
Can you solve this please?