Note: please use set B data 2° 3 MB A C 4m 2 m The cantilever beam above is made up of concrete with E= 70 MPa, refer to the table below for the properties and loads for the beam: PROPERTIES LOADS SET b (mm) h (mm) w (kN/m) Mb (kN-m) A (1,3,5,7,9) 300 500 20 40 B (2,4,6,8,0) 250 400 15 45 Using area moment method, determine the following: Moment reaction at A, MA B *

Note: please use set B data 2° 3 MB A C 4m 2 m The cantilever beam above is made up of concrete with E= 70 MPa, refer to the table below for the properties and loads for the beam: PROPERTIES LOADS SET b (mm) h (mm) w (kN/m) Mb (kN-m) A (1,3,5,7,9) 300 500 20 40 B (2,4,6,8,0) 250 400 15 45 Using area moment method, determine the following: Moment reaction at A, MA B *

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

Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f’c = 28 MPa fy = 276 MPa Aps = 800 mm2 Ds = 10 mm Dm = 18 mm fse = 800 MPa fpu = 1500 MPa fpe = 860 MPa Pe = 250 kN
Design economical spacing of 10 mm diameter stirrups for the beam which carries the loads shown. Design shear reinforcement of prestressed beam with the following properties listed. Properties: f’c = 28 MPafy = 276 MPaAps = 800 mm2Ds = 10 mmDm = 18 mmfse = 800 MPafpu = 1500 MPafpe = 860 MPaPe = 250 kN
Calculate the required steel area for a reinforced concrete T-beam with an effective flange width of 1200 mm and a slab thickness of 100 mm. The beam is to carry an ultimate moment of 1300 kN-m. The width of the web is 300 mm and the effective depth is 550 mm. Assume f’c = 28 MPa and fy = 400 MPa * a. 7772 mm² b. 8256 mm² c. 7932 mm² d. 7232 mm²
*subject: civil engineering - Reinforced prestressed concrete *please refer attached picture formula A square tied column to support an axial dead loadof 529 kN and axial live load of 663 kN. fc'=25.72MPa, fy = 332 MPa, gross P= 0.028. The no. of 23mmbars to be used is ___pieces. round off zero decimal places
A reinforced rectangular beam with width 437.5 and effective depth 692.5 is subjected to service liveand dead loads (self-weight included) of 56 and 70.5, respectively. If required, compressionsteel bars are to be placed at a distance d′ = 692.5 from the extreme compression fiber. Use ??′ =28 ??? and ??= 420 ???. Compute the following: 1. Solve for the area of tension steel bars using ?? = 0.004.2. Solve for the area of compression steel bars using ?? = 0.004.3. Solve for the area of tension steel bars using ?? = 0.005.4. Solve for the area of compression steel bars using ?? = 0.005
A floor slab 100 mm thick is cast monollthically with beams 250 mm wide 450 mm deepspaced 1.2 m on centers, on simple supports over a span of 5.0 m. The floor supports asuperimposed service dead load of 1.0 kPa and service live load of 2.1 kPa. Using f.=21MPa, long bar f, = 415 MPa, calculate the following:Factored uniform load on a typical interior beam in kN/m using load factors of 1.2for dead load and 1.6 for live load.A. 8.928B. 11.448C. 11.028D. 9.960Effective flange width of a typical interior beam in mm.A. 1,500B. 1.850C. 1.200D. 1.466Required amount of 16-mm-flexure bars for a typical interior beam in positivebending. Use 10-mm-dia. stirrupsA. 512 mm2B. 246 mm2C. 331 mm2D. 427 mm2
Will rate immediately. need asap answer. Ty A reinforced concrete column carries a dead axial load of 500 kN, a live axial load of 650 kN and a compressive earthquake load of 270kN. Use fc'=27.6MPa and fy=350Mpa 1. If the size of the column is limited to 250mmx400mm, what must be the number of 20mm diameter bars? 2. If the sise of the column is limited to 300mm diameter, what must be the number of 20mm diameter bars? 3. Determine the ultimate axial load that the column will carry 4. Determine the smallest dimension of the spiral circular column section if the steel ratio 1.25%
A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 1.5 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c= 21 MPa, long bar fy = 415 MPa, calculate: Factored uniform load on a typical interior beam in kN/m using load factors of 1.2 for dead load and 1.6 for live load.
Reinforced And Prestressed Concrete Instructions: Solve all problems completely. If assumptions are made, verify if the assumption are correct. No verification of assumption leads to loss of points. PROBLEM: A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer at the tension side. The beam has a stirrup with a diameter of 10 mm. Use fc=28 Mpa and fy=420 MPa GIVEN: b= 197.5 mm d= 317.5mm L= 2.7 m Wd = 13.75 kN/m WL = 17.75 kN/m Calculate the nominal moment capacity of the beam Calculate that strain of the tension bars. Calculate the strength reduction factor of the beam
A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2 m on centers, on simple supports over a span of 6.0 m. The floor supports a superimposed service dead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c = 21 MPa, long bar fy = 415 MPa, calculate: 7. Factored uniform load on a typical interior beam using load factors of 1.2 for dead load and 1.6 for live load. = [wu] kN/m (2 decimal places)
3.3 A reinforced concrete rectangular beam has dimensions 18" wide by 26" deep and is subject to loads that generate the beam bending moment, Mu=550 ft-kip. Assume the beam effective depth, d=23". Calculate area of reinforcing bars that is required to resist the beam bending moment. Then, choose the reinforcing bar size and determine how many bars should be used to provide the required area. Material properties are: fc = 4 ksi fy = 60 ksi
A floor slab 100 mm thick is cast monolithically with beams 300 mm wide 500 mm deep spaced 2.0 mon centers, on simple supports over a span of 6.0 m. The floor supports a superimposed servicedead load of 1.77 kPa and service live load of 4.8 kPa. Using f’c = 21 MPa, long bar fy = 415 MPa,calculate: 7. Factored uniform load on a typical interior beam in KN/m using load factors of 1.2 for dead load and 1.6 forlive load.