A cantilever beam shown below supports a uniform service (unfactored) dead loadof 1 kip/ft plus its own dead load and a concentrated service live load of 12 kips, asshown. The concrete is normal-weight concrete with f = 4000 psi and the steel isGrade 60. Use ACI Code 9.2 and 9.3 to determine the factored design moment Mu.For the cross-section shown, computer øM, of the section and show that it exceedsMu.Live load,PL = 12 kipsWD = 1 kip/ft + weight of beam%3D9 ft1 ft(a)6 No. 8 bars15.5 in. 18 in.30 in.

A cantilever beam shown below supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service live load of 12 kips, as hown. The concrete is normal-weight concrete with f = 4000 psi and the steel is irade 60. Use ACI Code 9.2 and 9.3 to determine the factored design moment M.. For the cross-section shown, computer øM, of the section and show that it exceeds Live load, PL = 12 kips Wp = 1 kin/ft + vweight of beam

A cantilever beam shown below supports a uniform service (unfactored) dead load of 1 kip/ft plus its own dead load and a concentrated service live load of 12 kips, as hown. The concrete is normal-weight concrete with f = 4000 psi and the steel is irade 60. Use ACI Code 9.2 and 9.3 to determine the factored design moment M.. For the cross-section shown, computer øM, of the section and show that it exceeds Live load, PL = 12 kips Wp = 1 kin/ft + vweight of beam

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

a-Design the concrete column to carry the applied load Concrete allowable strength: 35 MPa P= 900 kN Column dimension needs to be 300 mm X B Material reduction factor 0.75 - Load factor 1.5 B mm 300
SIT. B: Determine the tensile steel ratio of a given conditions if concrete strength f'. = 28 MPa and steel yield strength fy 4. if the tensile strain is Es = fy/Es upon crushing of concrete at a strain of 0.003. C. 0.02833 A. 0.01567 B. 0.02161 D. 0.02125 if the tensile strain is limited to 0.004 upon crushing of concrete at a strain of 0.003. A. 0.01567 B. 0.01548 5. 6. Minimum as required by NSCP 2015. C. 0.00313 D. 0.00405 A. 0.00333 B. 0.00276 = 420 MPa. C. 0.02778 D. 0.02064 uniformly
Use Code for Structural Concrete (ACI 318-19): i need the answer quickly i need all the steps.
Please solve it with all the steps
A circular Column has dia of D 30 in. Concrete Compressive strength at 28 days is of steel is (60 + 60) ksi. Determine the design capacity of circular column and 8 # 11 bars is used. (4 + 60) ksi and yielding strength
Concrete re in orced a enially with eight steel column bars as shown in Fig. Each bar has diametes of 25 mm It opplied load 4 KN, compute the is 180 Gpa and 3. materi al. Es Stress developed in Ec = 12 Gpa. each 500mm %3D 500mm in
Determine the values of the distance cfrom the extreme concrete corppression fibers to the neutral axis, andr, for the beam shown in the following Figure fy 60,000 psi and fc 3000 psi. 0.003 21 in d-c 389 bars 3.00 in) = (0.003) 12 in Select one: a. 6.90 in, 0.0061 b. 6.25 in, 0.0069 c. 7.50 in, 0.0085 d.5.93 in, 0.0076
PROBLEM TO SOLVE: 600 mm 400 mm 6-25mm diam. 90 mm Using fc' = 28 MPa, Mmax = +320 kNm Determine the following: a. Cracking Moment (kNm) b. Compressive Stress felt by concrete (MPa) c. Tension Stress felt by the tension bars (MPa) d. Moment of Inertia under critical condition e. Demand Capacity Ratio of Concrete under Compression Stress f. Compression force on concrete (kN) g. Distance of the compression concrete force from the neutral axis (mm)
The maximum compression in a concrete beam fiber is 6.2 MPa. The depth of the neutral axis is 124 mm and the characteristic compressive strength of the concrete is 25 N/mm?. Determine the effective curvature of the beam,
Correct solution
2. Tensile strength of concrete is about: (20-35)% of compressive strength (45-70)% of compressive strength None of the above. Tension controlled section Balanced section Compression-controlled section 4- The reduction factor (0) is equal to 0.9 if the: Es 2 Ety + 0.003 Es S Ety + 0.003 Es Ety 5- The design method which use the factored loads is - Working stress method - Ultimate design Method - None of above 6- If p< Po therefore the section is - Under reinforced - Over reinforced - None of above
Give me right solution according to the question.. where Y = 146 X1 = 102.2 X3= 146 X= 551 X2= 363.66