Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Question
Chapter 5, Problem 5.10PFS
To determine
(a)
The values of
To determine
(b)
The values of
To determine
(c)
The values of
To determine
(d)
The values of
To determine
(e)
The values of
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
BAL=8 mt = 13 mm-150 mm113 mmFor the steel column with both ends fixed against rotation having a tubularcross-section, determine the allowable load Pall against buckling. E=200 GPa andOy=250 MPa.
14. A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longitudinal bars equally distributed to the shorter sides of the column. Use f’c = 21 MPa and fy = 415 MPa.
46. Calculate the required spacing of 10-mm-diameter ties. s = ____ mm
47. Calculate the nominal axial strength of the column in, Pn = _____ kN. (rounded to the nearest whole number)
48. Calculate the maximum ultimate axial load the column can carry, Pu = _____kN. (rounded to the nearest whole number)
A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longhitudinal bars equally distributed to the shorte sides of the column. Use f'c = 21 MPa and fy = 415 MPa. Calculate the required spacing of 10-mm-diameter ties, s (mm). Calculate the nominal axial strength of the column, Pn (kN). Calculate the maximum ultimate axial load the column can carry, Pu (kN)
Chapter 5 Solutions
Structural Steel Design (6th Edition)
Knowledge Booster
Similar questions
- For the frame loaded as shown, draw the complete and correct FBDs of thefollowing: whole frame, member BE, member HK, pulley D, pulley J, member CDEHJwithout the pulleys, and pin B. If block G weighs 133 N, determine all the forcesacting on member CDEHJ (i.e. Cx, Cy, Dx, Dy, FBE, FHK, Jx and Jy). Also, calculate thehorizontal (ABCBx) and vertical (ABCBy) components of the reactions betweenmember ABC and pin B.arrow_forwardQUESTION1) Figure Q1(a) show a simply supported beam of length L = 4.8m is and built for placing Machine and Magnum frame. The combined weight of the machine is approximated by uniform load 90kN/m along x3 = 2.4 m. For of the design, its assumed that the column framed located at a distance x1 and x2 = 0.8m and resulting concentrated load P1 and P2 exerted oneach beam is taken as 150kN and 150kN, respectively. The cross section of beam show as in Figure Q1(b). (a) Determine the bending stress at point a and the maximum bending stress of the beam (b) By referring Figure Q1(a) and consider section n-n, determine the maximum shear stress and the shear stress at point a.arrow_forwardA short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longitudinal bars equally distributed to the shorter sides of the column. Use f’c = 21 MPa and fy = 415 MPa. A. Calculate the required spacing of 10-mm-diameter ties. s = mm B. Calculate the nominal axial strength of the column in, Pn = kN. (rounded to the nearest whole number) C. Calculate the maximum ultimate axial load the column can carry, Pu = kN. (rounded to the nearest whole number) Use nscp 2015arrow_forward
- Question 14 A short rectangular column 300 mm on one side and 400 mm on the other side. It is reinforced with 8-20-mm-diameter (28) longitudinal bars equally distributed to the shorter sides of the column. Use f’c = 21 MPa and fy = 415 MPa. 46. Calculate the required spacing of 10-mm-diameter ties. s = mm 47. Calculate the nominal axial strength of the column in, Pn = kN. (rounded to the nearest whole number) 48. Calculate the maximum ultimate axial load the column can carry, Pu = kN. (rounded to the nearest whole number)arrow_forwardDesign a column which is subjected to biaxial bending and axial force. The following information is given: h=800 mm, b=600 mm, Mx=600 kNm, My=300 kNm, N=8000 KN, fck = 40N/mm^2 and cover =25mm. In the section will be used links of 10 mm diameter and longitudinal reinforcment bars of 32mm diameter. Compute the maximum axial compressive load that may be placed in the column, in combination with the moment Mx and My given above.arrow_forwardDetermine the nominal moment strengt of the irregular beam shown. Assume the area of 25 mm rebar is 510 sq. mm. Given: a.) fc' = 35 MPa; fy= 413.70 MPa b.) fc' = 21 MPa; fy = 413.70 MPaarrow_forward
- Design a circular column (both longitudinal reinforcement and spirals) to carry an axial load of Pu=600 No moment is applied. f'c=6ksi, fy=60ksiarrow_forward34 - A support is a fixed, B support is a sliding joint. loads M= 30 kNm, P1= 12 kN, P2= 13 kN, q1= 6 kN ⁄ m, q2= 7 kN ⁄ m , spans are a= 2 m, b= 3 m. The support reactions in the beam whose loading condition is given in the figure will be found. Accordingly, Ax = ?A) 22.25B) 0C) None.D) 39.25E) 21/2arrow_forwardThe rigid beam is supported by a pin at C and an A992 steel guy wire AB of length 6 ft. If the wire has a diameter of 0.2 in., determine the distributed load w if the end B is displaced 0.12 in. downward. The wire remains elastic.arrow_forward
- pls answer a, b ,c and highlight the answer A 5.50m beam (425mm by 525mm) is fixed support on one side and roller support on the other side carries a uniform load all throughout its length. It is reinforced with 4D20mm (tension) and two D16mm (compression). Taking fc’=33MPa, fy=415MPa, clear cover=40mm and dv=10mm. a. Determine the balanced moment, kN-m. b. Determine the maximum moment assuming using the NSCP 2015. c. Determine the superimposed dead load it can carry if the beam carries a live load of 20kN-m.arrow_forwardCalculate the ultimate moment capacity of a rectangular beam with b = 300 mm, d = 500 mm, As = 5,400 mm2. Assume f’c = 34 MPa, fy = 414 MPa.arrow_forwardThe rectangular beam with a span length of 7.2 m has an effective depth, d = 430mm and a width of 250mm. It has 2-legged 10mmØ stirrups spaced at 130 mm on centers all throughout the beam length. Determine the maximum wu that the beam can carry based on the shear capacity of the beam. Use fc' = 21MPa and Grade 40 rebars. a. Adopt smaller of S' : S'1 = Avfy / (0.062b√f'c) S'2 = Avfy / (0.35b) b. S" = (0.062/0.33) / S'1 c. 1. if S > S' ; ØVn = Ø 0.5Vc 2. if S"<S<S' ; Smax = least of S' or d/2 or 600mm i. S> Smax ; ØVn = Ø 0.5Vc ii. S< Smax ; ØVn = Ø (Vc + ( Avfyd / S ) ) 3. if S < S" ; Smax = least of S' or d/4 or 300mm i. S> Smax ; Vs = 0.33√f'c bwd ØVn = Ø (Vc + 0.33√f'c bwd) ii. S< Smax ; ØVn = Ø (Vc + ( Avfyd / S ) ) Find: 1. Vc 2. s' and s'' 3. smax 4. ØVn 5. Wuarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning