An interior column is to be designed as a part of an unbraced frame system, located at the ground floor. It is to be pin- supported at the foundation end, and it is to be connected by two W14x82 girders and a W18x130 column at the other end. All of the members, including the column described, are mad of ASTM A992 steel. Architectural specifications require that the column is to be designed as a rolled W-section with a depth of 21 inches. The column is expected to carry the axial compressive load of 250 kN dead load and 300 kN live load. The length of the girders and columns are 5 meters and 3.5 meters respectively. Select the best section that should be used for the said column. For determining effective length factors, neglect inelastic action; and use major axis moment inertia for girders and minor axis moment of inertia for columns. Use LRFD specifications from 2015 NSCP Vol. 1.

An interior column is to be designed as a part of an unbraced frame system, located at the ground floor. It is to be pin- supported at the foundation end, and it is to be connected by two W14x82 girders and a W18x130 column at the other end. All of the members, including the column described, are mad of ASTM A992 steel. Architectural specifications require that the column is to be designed as a rolled W-section with a depth of 21 inches. The column is expected to carry the axial compressive load of 250 kN dead load and 300 kN live load. The length of the girders and columns are 5 meters and 3.5 meters respectively. Select the best section that should be used for the said column. For determining effective length factors, neglect inelastic action; and use major axis moment inertia for girders and minor axis moment of inertia for columns. Use LRFD specifications from 2015 NSCP Vol. 1.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.2P

See similar textbooks

Similar questions

neeeeed
a ,b, c and d are answered 2) the steel weights 18.61 tons 3) 18.61 * $1500= $27920 4) ??? I don’t understand 4 please.
Write a technical short note on pre-stressed box girder.
Design Criteria of Column.Explain it
Which of the following best describe the structure? statically indeterminate to 2nd degree statically determinate statically indeterminate to 3rd degree O statically indeterminate to 1stdegree Submit answer
Determine the volume of concrete of Girder G3 from gridline A/2-3 if there are 18 identical spans in the plan. Consider the following plan and schedule. PLAN 3200 6850 5750 TC-1 FIC-2 S2 S5 S5 S2 S2 $6 *measurement is from center to center of the support SCHEDULE OF BEAMS AND COLUMNS BEAM MARK B (mm) H (mm) G2 500 750 G3 500 650 Column Dimension (mm) C-1 600 x 600 C-2 750 x 750 C-3 900 x 900 Select the correct response: 2.41 m3 43.29 m3 38.46 m3 2.14 m3
1. (a) Calculate the tributary area, AT, for column 2A in the 4th floor (i.e. the column supporting the roof) to be used in calculation of total roof live load on column 1A (note that "roof live load" is different than "floor live load"). (b) Calculate the tributary area, AT, for column 1A in the 2nd floor to be used for calculation of floor live load acting on the column. c) Calculate the tributary area, AT, for column 1B in the 1st floor to be used for calculation of floor live load acting on the column. (d) Calculate the influence area, AI, for column 1B in the 1st floor for floor live load. e) For a specified live load of p. = 40 psf, calculate the design floor live load, pz [psf], for column IB in the Ist floor using floor live load reduction from code (if allowed). () Using your answers from (c) through (e), calculate the axial force, P. [kip], acting at the top of column 1B in the Ist floor due to floor live load. (g) If columns are 16 in. x 16 in. in x-sect, typical floor beams…
Please answer the problem attached image. Thank you very much. Using NSCP 2015
Answer untel step 4 Please I need clear Answer with full details. DO NOT COPPY THE ANSWER IF YOU DO NOT WANT TO ANSWER MY QUESTION, DO NOT REJECTED IT. SOMEONE ELSE WILL SOLVE IT If you are copy from other websites solution I will give you down vote
Answer the first 3 questions, use BS standared Please I need clear Answer with full details. DO NOT COPPY THE ANSWER IF YOU DO NOT WANT TO ANSWER MY QUESTION, DO NOT REJECTED IT. SOMEONE ELSE WILL SOLVE IT If you are copy from other websites solution I will give you down vote
Describe some of the factors to be considered in the designing of the beams
You have read about connection details as a civil engineer how would you provide connection between precast beam and column and how you will eliminate bearing stresses? which type of girder we use now a days and why