Situation 1 | A built-up beam made from fastening two channels to a wide flange section carries loads' as shown. The fasteners are 12mmØ bolts with allowable shear stress t= 110 MPa. For bearing, Ob= 220MPA for single shear, and ob= 275 MPa for double shear. E=200 GPA. Fy=420 МРа. 16 KN/m 10 KN/m A B D. IE 4m 1.35m 3.15m 1.5m 210mm 180mm 12mm 9mm 180mm 210mm 238mm 90mm

Situation 1 | A built-up beam made from fastening two channels to a wide flange section carries loads' as shown. The fasteners are 12mmØ bolts with allowable shear stress t= 110 MPa. For bearing, Ob= 220MPA for single shear, and ob= 275 MPa for double shear. E=200 GPA. Fy=420 МРа. 16 KN/m 10 KN/m A B D. IE 4m 1.35m 3.15m 1.5m 210mm 180mm 12mm 9mm 180mm 210mm 238mm 90mm

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

Calculate and draw the internal forces created at H section of the bracket beam? a = 500 mm b= 200 mm Px= 15 Kn Py=0 Kn Pz = 10 Kn
The shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kN
31 -Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing. Accordingly, the shear force at point E T=? a) 2B) 4C) 14D) 0E) 6
A beam 9 meter long is fixed at both ends and carries a uniformly distributed load of 25 kN/m throughout its length. The beam is a wide flange section with the following properties:flange width, bf = 260 mmflange thickness, tf = 19.3 mmoverall depth, d = 420 mmweb thickness, tw = 11.6 mmstrong axis moment of inertia, Ix = 462.02 x 10^6 mm^4weak axis moment of inertia, Iy = 57.44 x 10^6 mm^4Calculate the maximum bending moment for the structure.Calculate the average web shear stress in MPa.Calculate the maximum bending stress for the beam in MPa.Calculate the maximum shearing stress in the beam in MPaCalculate the maximum shear for the beam.Calculate the minimum shearing stress in the beam in MPa.
Analyze the given semi-frame and Develop the required equation/solution for every given answer. 1. What is the shear at E? 2. What is the shear and moment at point C? 3. What is the shear and moment at point A? please provide a solution, thank u so much.Given: Shear and moment at left of C Vc= -4.5 kn Mc= -4.5 kn-m Shear and moment at right of C Vc= 37.5 knMc= -94.5 kn-m
For questions 2A and 2B, refer to the load and shear diagrams below. 2A. What is the slope of the shear diagram of the line from B to C?A.15 KN/mB.16 KN/mC.24.46 KNmD.11.26 KNmThe change in moment [KNm] of the diagram above from point A to the concentrated load is nearest toA.98B.99C.100D.101
36 -Loading status in figure q= 4 kN ⁄ m, P = 48 kN in the bar dimensions L= 2 m and e= 0.5 m. The cross-sectional effects at point E will be calculated. A is fixed, B is sliding joint bearing. Accordingly, By=? a) 0B) 48C) 24D) NoneE) 14
A cantilever beam, 3.5 m long, carries a concentratedload, P, at mid-lengthGiven:P = 200 kNE = 200 GPaI = 60.8 x 10^6 mm^4 How much is the deflection (mm)at mid-length What force (kN) should be applied at the free end to preventdeflection? To limit the deflection at mid-length to 9.5 mm, how much force(kN) should be applied at the free end?
Compute the value of EI ϴ at the right end support. Wo = 14 kN/m, P =5 kN, L1 = 1.1m, L2 = 2.1m, L3 = 2.3m
The section of an I beam is made out of two identical flanges and a web. The width of Flange is 260mm and thickness 25mm. Web thickness is 10mm and the total depth of the section is 715 mm. fy=300mPa, ZX=5760X103 mm3 and SX=6390X103mm3. Determine the moment section capacity of the section
A steel bar having cross-sectional areaA=1200mm2 is compressed by an axial loadP=53 kN.Determine the average normal and shear stressesacting on aninclined sectionaa cut through the bar at angleα=250.(Point K is a fixed support) A=5, B=3, C=8
The reinforced concrete column isreinforced with 6 – 28 mm Ø bars as shown. Steel yield strength fy = 414 MPa and concrete strength fc’ = 21 MPa. Determine the nominal balanced load.a. 1721.252 kN c. 1821.225 kNb. 1921.253 kN d. 1521.522 KNDetermine the nominal balanced eccentricity.a. 362.544 mm c. 352.544 mmb. 372.544 mm d. 382.544 mmDetermine the nominal balanced moment.a. 677.326 kN.m. c. 777.321 kN.m.b. 312.852 kN.m d. 563.285 kN.m. Please answer asap. Thanks