Confirm if the cross section shown in Figure 2 is suitable to resist a pure torsional load of 100 kNm. If the section is not suitable, suggest a modification-you do not need to do additional calculations based on this modification. 500 mm 250 mm T = 100 kNm f = 40 MPa f, = 500 MPa 31 mm clear cover to longitudinal reinf. (12 mm bar) 20 mm cover to centre of stirrups (10 mm bar) Figure 2: section for torsion design

Confirm if the cross section shown in Figure 2 is suitable to resist a pure torsional load of 100 kNm. If the section is not suitable, suggest a modification-you do not need to do additional calculations based on this modification. 500 mm 250 mm T = 100 kNm f = 40 MPa f, = 500 MPa 31 mm clear cover to longitudinal reinf. (12 mm bar) 20 mm cover to centre of stirrups (10 mm bar) Figure 2: section for torsion design

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.1P

See similar textbooks

Similar questions

A simply supported rectangular beam of length 6.45m has a width of 390.5mm and an effective depth of610.5mm. The beam is to be reinforced using 12 ?? bars. The beam supports service dead loads ofWd = 13.5kN/m and WL = 35.5kN/m. f'c = 28Mpa and fy=420 MPa Given: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m WL = 35.5 kN/m 1. Calculate the ultimate moment capacity of the beam.2. Calculate the height of the equivalent stress block.3. Determine the number of bars required for this beam.
Can someone please solve this? Find load function functions and draw load effect diagrams? Fx=4.5KN.Fz=2.5 KNMB = 2.5 KNm.a= 1.6M.
*subject: civil engineering - Reinforced prestressed concrete *please refer attached picture formula A square tied column to support an axial dead loadof 529 kN and axial live load of 663 kN. fc'=25.72MPa, fy = 332 MPa, gross P= 0.028. The no. of 23mmbars to be used is ___pieces. round off zero decimal places
hi im stuck in this please help me out A wooden beam is loaded by a concentrated load ?P = 5000 N and supported by boundary conditions as shown in Figure Q5(a). The cross-section of the beam is shown in Figure Q5(b). Given that ???LAB = 3000 mm, ???LBC = 2000 mm, ?0B0=10 mm, ?1B1 = 30 mm, and ?H = 240 mm, ℎ0h0=200 mm, ℎ1h1=20 mm, determine the following quantities below: last two sub parts of question didnt fit in so i will type here- theres no question d e) Determine the maximum magnitude of shear force and bending moment, neglecting the sign. The maximum magnitude of internal shear force, positive value: N The maximum magnitude of internal bending moment, positive value: N*mm f) Determine the magnitude of the maximum bending stress in the beam, neglecting the sign. Maximum bending stress, positive value: MPa
Q: For the beam shown in Figure (1) below, which is carrying a service live load (P= ? kN) and dead load of self weight. fc'=28 MPa, fy=400MP, d=425mm. Using the ultimate method, find the live load (P). area of steel at te * 2350 mm 3053mm 1540 mm 1600mm 2210mm 1390mm
Determine the required steel area for a T-beam that traverses the center of a floor system for which b_{w} = 300 mm and d = 550mm The beams are 4.8 m long and spaced at 3 m. O.C. The slab thickness is 100 mm. M_{D} = 400KN - m (including its own weight), M L =500 KN-m.f^ prime c=28 MPa and fy = 414MPa
a reinforced concrete beam is designed to reach fc= 12 MPa and fs= 140 MPa simultaneously. if n=6 and d=450, compute for "jd". Note As (area of steel) is not given. cosidering cracked analysis a.none b. 380.769mm c. 388.983mm d. 399.057mm e. 393.750mm f. 384.677mm
A W10x100 (d=11.10”, bf=10.34”) has a load of P . Determine the minimum base plate thickness given the following information: P = 650 kips 27"x27" Concrete Pedestal f'c = 3.5ksi Steel Base Plate Fy = 36ksi Assume that the size of the plate occupies the entire pedestal cross section. Assume that the case falls under Case 1a. Note that the plates available are in increments of 1/4"
12. What is the design shear strength (kN) of a 2-leg 12 mmø stirrups spaced at 187 mm on centers in a beam with total depth of 440 mm? Use fy= 415 MPa for main bars and fy= 275 MPa for web reinforcement. Use f'c = 21 MPa if necessary. Use db = 20 mm. Express your answer in 2 decimal places.
The section shown carries a total service tension load of 508 kNwith a dead to live load ratio of 2:3. If the tension member has a length of 3 meters and A36steel, determine the following: a. The effective net area b. The LRFD design strength c. The ASD design strength d. Is the section adequate? section: C15 x 40 value of S: 63
A 6.96.9 mm long simply supported wood beam carries a uniformly distributed load of 10.810.8 kN/mkN/m, as shown in Figure A. The cross-sectional dimensions of the beam as shown in Figure B are b=195b=195 mmmm, d=490d=490 mmmm, yH=80yH=80 mmmm, and yK=158yK=158 mmmm. Section a–a is located at x=1.4x=1.4 mm from B. (a) At section a–a, determine the magnitude of the shear stress in the beam at point H. (b) At section a–a, determine the magnitude of the shear stress in the beam at point K. (c) If the allowable shear stress for the wood is 950950 kPakPa, what is the largest distributed load ww that can be supported by the beam?
A spiral column carries a dead load of 1070 kN and a live load of 980 kN. If fc' = 27.50 MPa Fy = 413.50 MPa. Use U = 1.2D + 1.6L, Ф = 0.65, ρ = 0.01 1. Which of the following gives the value of the diameter of spiral column. a. 440 mm b. 420 mm c. 450 mm d. 510 mm 2. Which bar size will provide least number of pieces allowed?. a. 16 mm b. 22 mm c. 20 mm d. 25 mm 3. Which of the following gives the possible spacing of the 10 mm0 spirals. a. 30 mm b. 40 mm c. 60 mm d. 60 mm