Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 8, Problem 8.20PFS
To determine
The values of Z and S and the shape factor about the y-y axis for the two-channel
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Determine the values of S and Z and the shape factor about the horizontal x axes, unless otherwise directed. Use the web and flange dimensions given in the AISC Manual for making these calculations.
A W14 x 34 with a cover plate on each flange.The plate is 3/8 x 8 in.
A rectangular beam is to carry a factored moment of 272kNm. The beam width is 250mm and effective depth of 400mm. Use fy = 344.7MPa, fc’ = 20.7MPa, steel cover = 60mm.
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Calculate the minimum required spacing of the stirrups in the beam when they are required.
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Structural Steel Design (6th Edition)
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- A 400x12 mm steel plate has a staggered bolt hole arranged as shown. Diameter of bolt is taken as 29mm. Use A36 steel. Consider that the member is being tensioned on both sides. 1.) Calculate the distance "b" in millimeters so that the net area in path 1-2-3-4 is equal to the net area of path 1-2-4. 2.) Using the calculated "b" from the previous problem, solve for the critical net area in mm^2 3.) Using the calculated "b" from the previous problem, solve for the design tensile strength in KN.arrow_forwardPlease solve accurate and fast thanks The tape was supported at 0 and 28.7 mark. What is the actual distance between supports if the pull is 6kg and the weight of the tape supported by the two supports is 2.2 kilos.arrow_forwardNeed hnelp with question 10 and 11. Please try to do both but if you can't I understandarrow_forward
- From the data shown below, determine the length of closing side, bearing of closing side, length of side AB and length of side EF.arrow_forwardRework Prob. 8-14, considering the y axis. Prob. 8-14 Find the values of S and Z and the shape factor about the horizontal x axes, for the sections shown in the accompanying figures.arrow_forwardEvaluate the bracket function 50<x-7>3 if x = 8.arrow_forward
- A 30-m steel tape is found to be 0.02 too short when standardized under a pull of 5.500 kg temperature of 20C, fully supported throughout the length. The tape weighed 1.22 kg and had a cross-sectional area of 0.016 cm^2. What is the corrected horizontal length of a recorded distance AB, 28.580 long if the tape was used at 8 kg applied tension, supported both ends. The temperature was reported to be 30C during measurement. The difference in elevation between A and B is 3m. Answer this problem in the following order: a. Write or list down the quantities along with their values given in the problem. b. Enumerate the errors that can be eliminated or reduced so that distance AB be corrected. c. From b, compute their total error for one tape length. d. From b, compute their total individual error for line AB. e. Compute the corrected length of line AB.arrow_forwarddraw shear and moment diagrams w=1.5k/ft a= 10'-4.5'' b= 20'-9''arrow_forwardRead the question carefully The W360 x 79 simply supported beam is made of A-36 steel and is subjected to the loadingshown. Using the superposition method, calculate (a) the Slope at A, (b) the maximum Deflection ofthe beam and at center.arrow_forward
- A simply supported beam is loaded as shown. Use E = 200,000MPa and I=150 x 106 mm4. a) Compute for the slope at support A. b) Compute for the slope at support B.arrow_forwardA wide flange A992 steel column has a length of 4.6 meters and pinned ends. If Sx=895x103 mm3, Sy=129x103 mm3, d=358mm, bf=172mm, A=7226 mm2, Fy=345MPa, Determine the classification of the column.arrow_forwardSolve for the midspan deflection using SUPERPOSITION METHOD Assume: Assume the beam is rectangular with b = 254 mm and h = 701 mm. P = 44 kN, w = 6 kN/m, L = 5 m, E = 20 GPa. Make sure to draw your beam showing the given load values and length, elastic curve, tangent lines and moment diagram by parts with complete labels, as required by each method.arrow_forward
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