determine Va, Vb, Vc, Vd, V2m from A, Ma, Mb, Mc, Md, M2m from A, Mmax and Vmax. 150kwVAMAM13MmaxVB3mImVcVmaxVDMDVzm from AMam from A

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Answered: determine Va, Vb, Vc, Vd, V2m from A,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Beam description (repeated): A simply supported beam with aT-shaped section is being designed, as shown in the figure below. The beam has overall dimensions of 900 mm wide top flange, 750 mm deep, and a web thickness of 400mm and flange thickness of 150 mm. A total of 7-HD25 longitudinal reinforcing bars are located in the bottom of the beam, 4-HD25 bars at the top, and 8 - HD16 in the flange. The concrete strength is f'c = 30 MPa. The depth to the centre of the bar group at the bottom of the beam is 675mm. Question: If the unfactored shear actions due to dead and live loads are VG = 300 kN and VQ = 80 kN (including self-weight), calculate the nominal shear stress (vn) acting on the section. Give your answer below in MPa.
A3
A= 7 1: The questions vary with the student number. Each student has to solve the questions considering his or her student ID. Use "A" as last number of your student ID. If it is zero, please take that value as 5 instead of zero. Am The W250*67 is made of A992 steel and is used as a column that has a length of A m. If the ends of the column are fixed supported, a) Determine critical load b) Can the column support the critical load without yielding? Area=8560 mm? E=200 GPa L=104*10" mm L-22.2*10 mm* Yield Strength of Steel= 345 MPa X-X
A= 7 1: The questions vary with the student number. Each student has to solve the questions considering his or her student ID. Use "A" as last number of your student ID. If it is zero, please take that value as 5 instead of zero. Am The W250*67 is made of A992 steel and is used as a column that has a length of A m. If the ends of the column are fixed supported, a) Determine critical load b) Can the column support the critical load without yielding? Area=8560 mm L=104*10 mm =22.2*10 mm* Yield Strength of Steel= 345 MPa E=200 GPa
calculate the class of section of a HSS152X152X6.4 made of CSA G40.21 350W steel.
Civil
Subject: STRENGTH OF MATERIALS (Civil Engineering) Round off to three decimal places
need asap pleaaaase
The square root ratio of the area of the portion of the supporting surface to the area of steel concentrically bearing on concrete support(v(A2/A1) ) is ranging between 25/(A2/A1) < 3 O 1sv(A2/A1) <2 O 4
2
3. The figure shows a steel bracket bolted to the face of a steel column. Find the bolt size required for a maximum load (F) = 15 kN. Bolts are to be grade 8.8 and reusable. Assume a coefficient of friction of joint of 0.6. Top View Side View 20 1.57 20 50 70 140 co A Kolo 260 Z DX T130 130 YA |E=15KN Ans: M12
Designation Serial size 457x191 ■ Calculate the design tension resistance of the 457 × 191 × 67 UB. Given information from steel section table (assuming S275): Axis y-y cm³ 1296 67 Elastic modulus Wel Axis Z-Z cm³ 153 Mass per metre kg/m 67.1 Depth of section h mm 453.4 Width of section b mm 189.9 Plastic modulus Wpl Axis y-y cm³ 1471 Axis Z-Z cm³ 237 Thickness Thickness Root of web of flange radius tw tf mm r mm mm 8.5 12.7 Buckling parameter U 0.872 Torsional index X 37.9 10.2 Depth between fillets d mm 407.6 Ratios for local buckling Flange Web Cf/tf Cw/tw dm6 0.705 6.34 Warping Torsional constant lw constant IT cm4 37.1 48.0 Area of section cm² 85.5 Second moment of area Axis y-y cm4 29380 Axis Z-Z cm4 kNm 522 1452 Indicative values for S355 steel Mc.y.Rd Nb.z.Rd* for Lcr=3.5m kN 1600 Radius of gyration i Axis y-y cm 18.5 Axis Z-Z cm 4.12; Designation Serial size 67 457x191

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