An axially loaded tied column must sustain the following service loads: Total dead load = 1600 kN live load = 1000 kN required strength, U = 1.2D + 1.6L reduction factor = 0.65 f'c = 28 MPa fy = 420 MPa determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500mm square using bar diameter = 20mm a. 8, b. 4, c. 10, d. 12

An axially loaded tied column must sustain the following service loads: Total dead load = 1600 kN live load = 1000 kN required strength, U = 1.2D + 1.6L reduction factor = 0.65 f'c = 28 MPa fy = 420 MPa determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500mm square using bar diameter = 20mm a. 8, b. 4, c. 10, d. 12

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

Q.
Can you please help me??
See the image below. A hot-rolled l-beam section has yield strength fy = 300 MPa, ultimate strength fu = 320 MPa. b = 158 mm, t = 10 mm, H = 266 mm, tw = 13 mm. Calculate the nominal shear capacity of this section (in kN, round to whole number). b I H tw H
ASAP NEED RIGHT COMPLETE SOLUTION !!!
A propped cantilever beam ABC (see figure) has a shear release just right of the mid-span. P = qL C A B Shear release- L L/2 L/2 – (a) Select the most economical wood beam from the table in Appendix G; assumeq = 55 Ib/ft, L = 16 ft, o = 1,750 psi, and t = 375 psi. Include the self-weight of the beam in your design. (Enter the nominal dimensions in inches.) in. x in. (b) If a C 10 x 25 steel beam is now used for beam ABC, what is the maximum permissible value of load variable q (in Ib/ft)? Assume o, = 21 ksi and L = 10.5 ft. Include the self-weight of the beam in your analysis. (Use the section modulus for axis 2-2.) as Ib/ft
A built up section of A992 steel, F, = 345 mPa is made from plates fully welded together. The flanges consist of PL16X380 and PL12X500 for the web. Use the NSCP 2015 specifications. PL16x380 WL = 1.5wp %3D A Wu = 3.6wp 10m Which of the following best gives the maximum service dead load, wp? 40.2 kN/m 26.8 kN/m O 10.8 kN/m O 96.6 kN/m PL12x500
The answer is between 18.25 and 20.25
Please Determine the axial load strength and moment (without and with reduction factor) a square columns for the following conditions and draw their interaction diagrams (note the scale): When conditions are in balance During the tensile condition When the pressure condition Pure axial Pure moment
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
Please solve question c
The service load bending moments on a beam are 128 kip-ft for dead load and 107 kip-ft for live load. The beam is 12 in. wide, f'c is 3000 psi and fy is 60 ksi. Determine Mu. Mt. p. R. the depth of the beam and the As of tensile reinforcing required. How many no. 8 bars or No. 10 bars would have the required As?
The floor system shown below supports a uniform dead load of 100 lb/ft² and a uniform live load of 40 lb/ft?. Draw the loads with magnitudes on the following structural members: а) BI b) В2 с) ВЗ d) B4 e) Gl f) G2 g) G4 6 @ 7' = 42' C4 G1 B3 B2 2 @ 15' = 30' G4 G3 G2 BT 5 @ 6' = 30' 42' 36' For the same floor plan shown above and assuming the same floor loads and that the building consists of four floors, determine the following: a) The dead load on column Cl in the first floor. b) The live load on column C2 in the second floor. Consider live load reduction. c) The sum of the dead plus live loads on column C3 in the third floor. Consider live load reduction. OT