For column size is (470x470)mm, beam dimensions are (350x600)mm, Lc = 10m, Lb = 9m, f'c = 28MPa, fy 400 MPa, d'= 75mm, the total load of the first level of four columns is 13950 kN, Ba = 0.4 (including sustained sway influence), ultimate column capacity is 2500kN and Pu = 2400KN, the sway moment and non sway moment are 365kN.m and 100kN.m respectively at the top of column, the bottom of column is fixed. a- Is the column is sway or non-sway? b- Design an exterior column in a sway frame?

For column size is (470x470)mm, beam dimensions are (350x600)mm, Lc = 10m, Lb = 9m, f'c = 28MPa, fy 400 MPa, d'= 75mm, the total load of the first level of four columns is 13950 kN, Ba = 0.4 (including sustained sway influence), ultimate column capacity is 2500kN and Pu = 2400KN, the sway moment and non sway moment are 365kN.m and 100kN.m respectively at the top of column, the bottom of column is fixed. a- Is the column is sway or non-sway? b- Design an exterior column in a sway frame?

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.1P: A column in a building is subjected to the following load effects: 9 kips compression from dead load...

See similar textbooks

Similar questions

1) Column AB is made of solid 410, cold worked Steel with the following specification Sy=85 KSI, E-29000 KSI Length: 9.5 in. Diameter: 425 in. Ends: Free & Fixed For the above column calculate: a) Type of column failure (show proof) b) The critical load that would cause failure. c) Allowable force with Factor of Safety of 2.5. Answer Unit Value a 13 14 14
An axially loaded tied column must sustain the following service loads: = 1,000 kN = 1,600 kN Total Dead Load Live Load Required Strength, U = 1.2D + 1.6L Reduction Factor Concrete f'G Steel fy 0.65 28 MPa = 420 MPa Determine the required number of vertical bars to be distributed equally on all sides of the column if the column is 500 mm square using bar diameter = 20 mm. 12 O 8 O 16 O4
steel Design Civil Engineering Please show solutions: AW 310 x 118 section with a length of 8.0 m is used as a column. Determine the safe axial load the column can carry using AISC specifications with Fy = 345 MPa when: Properties of W 310 x 118 A = 15000 mm² rx = 136 mm ry = 77.6 mm A. column ends are fixed B. one end of the column is fixed; the other free Use LRFD Answers: A.] For Ag = 248.06X15000 100 3720,9kw $en=0.90x3720.9 = 3348.21 kW B.JPn= For Ag =40.72 x 15 000 LOW Pr= 0.90x610,81 = 549.729 KN
an axially loaded column is of 300mm x 300mm size. the effective length of the column is 3m, what is the minimum eccentricity of the axial load for the column? "kindly include complete, detailed, step by step solution"
Determine the required development length in the beam and in the column for No. 10 bars shown in the figure: fc = 4,300 psi fy = 60 ksi DL=15 k 10 ft LL = 8 k No. 4 Stirrups @4" O.C. 20 inch 4#10 |24 inch Clear cover = 2 inch Column Section of Problem 1 24 inch
AW 12 X 72 is used as a column having an unsupported height of 4.6 m. The column has a fixed support at the bottom and pinned at the top. Considering LRFD, find the service live load that the column can carry if ratio of dead load to live load is 1:3 Properties of W 12 X 72 • A = 13, 613 mm2 • d = 307.85 mm • Fy = 345 MPa • bf = 305.82 mm • tf = 17.02 mm •h = 241.29 mm • tw = 10.92 mm • rx = 134.87 mm • ry = 77.22 mm • K = 0.70 %3D %3D %3D %3D %3!
... Determine whether the D = 560 kips L = 68 kips compression member shown is adequate to support the given service loads. Take note Pu = 1.4D. 20' W12 × 79 K= 0.80, r= 3.05 in E = 29000 ksi, Fy = 50 ksi %3D A992 steel %3D Input Yes or No for your final answer. Note: Ag = 23.2 in^2 Blank 1 Blank 1 Add your answer
Given below is the properties of HP 410 x131 steel column having a length of 8m and pinned at both ends. Fy = 248MPa. Determine the nominal compressive strength of the column.Determine the design compressive strength of the column.Determine the allowable compressive strength of the column.Ag = 16600 mm2d = 389 mmbf = 399 mmtf = 13.7 mmtw = 13.7 mmkdes = 43.7 mmrx= 163 mmry = 67mmIx = 439.1 x 106 mm4Iy = 72.6 x106 mm4
Reinforced concrete for third stage of Civil Engineering. Lecturer. Mohammed Abdul-Jabbar Hassan. EX3: For the beam shown in the figure below. Find maximum allowable live load(P)that the beam can carry(in addition to its own weight)causing un cracking of the beam, As=4000mm2. Effective cover =75mm Use fc' = 25 Mpa, fy = 400Mpa. P h. Soot7s d%3D 500mm Kam 3m- 200mm LT
Question 25 An axially loaded tied column must sustain the following service loads: Total Dead Load 1,000 kN = 1,600 kN Required Strength, U = 1. 2D + 1.6L Live Load Reduction Factor 0.65 Concrete f'c Steel fy 21 MPa 420 MPa Determine the size of a square column (mm) using an 3% vertical bar steel ratio. 400 500 550 450
Determine the design strength of a T- Beam given the following data: bf = 700 mm bw = 300 mm hf = 100 mm d = 500 mm %3D fe' = 21 MPa fy = 414 MPa As: 5- 20 mm dia.
Please show clear and detailed solution thank you! Problem: A column shown is 15-feet long and consists of W14x90 with two plates welded to form a box section. Given: The thickness of the plate = 0.5 in. 1.) Compute the effective slenderness ratio along the x-axis or strong axis. 2.) Compute the effective slenderness ratio along the y-axis or weak axis. 3.) Compute the Euler Load . 4.) Compute the design strength