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.
View Policies Current Attempt in Progress the automobile bumper jack is designed to support a 4640-N downward load. Begin with a free-body diagram of BCD and determine the force supported by roller C. Note that roller B does not contact the vertical column. E 155 mm Answer: C- Save for Luster 155 mm 430 mm 2690 mm 4640 N D N $105 mm 250 mm Attempts: 0 of 1 used Submit Answe
Subject: STRENGTH OF MATERIALS (Civil Engineering) Round off to three decimal places
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The dimensions of a T-section are shown in the figure. 10 mm 10 mm For the depth of plastic neutral axis from the top of the T-section to be 9.583 mm, the flange width 'b must be (in mm). 110 mm
12 AB, AC, BC, BD, BE, BF, CF, DE, EF 1200 Ib 12 2400 lb 1200 Ib
SITUATION I A bolted tension member is shown below. Diameter of bolts are 19 mm and the plate material is A36 steel Fy = 250 MPa, Fu = 400 MPa. Diameter of hole is 2.5 mm bigger than the diameter of bolt and thickness of plate is 10 mm. 100 100 100 100 50
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
Please, professor, I know. My request is strange, but my line is bad. I want the same solution in a beautiful and tidy line. Don't forget that my name is on paper. A beautiful and tidy line, thank you, professor.
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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