Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 8, Problem 8.2.5P
To determine
The maximum bolt shear force.
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A 6mm diameter pin is used in connection C of the pedal shown in the figureIt is known that P = 500N, determine
a) the average shear stress in the pinb) the nominal bearing effort at the pedal at Cc) the nominal support effort in each support bracket at C
With these data, find:ReactionsMake a cut and find the axial forceDefine cross-sectional area, set dimensions, and find stressFind the factor of safety to be able to select a suitable material
a rigid bar (ABCD) which was supported thru pin at B. Two bars was also connected, Bar CE and Bar DF with corresponding cross-sectional area and Modulus of Elasticity. If P is equivalent to 94 kN, the diameter at pin B is Blank 1 mm.
Instruction: Follow Given-Required-Solution format for your computation. Complete FBD for full credit.
Problem: Neglecting the weights of the members, determine the magnitude of the pin reaction at D when the frame is loaded by the 200-N.m couple.
Chapter 8 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 8 - Prob. 8.2.1PCh. 8 - Prob. 8.2.2PCh. 8 - A plate is used as a bracket and is attached to a...Ch. 8 - Prob. 8.2.4PCh. 8 - Prob. 8.2.5PCh. 8 - Prob. 8.2.6PCh. 8 - Prob. 8.2.7PCh. 8 - Prob. 8.2.8PCh. 8 - Prob. 8.2.9PCh. 8 - Prob. 8.2.10P
Ch. 8 - Prob. 8.2.11PCh. 8 - Prob. 8.2.12PCh. 8 - Prob. 8.2.13PCh. 8 - Prob. 8.3.1PCh. 8 - Prob. 8.3.2PCh. 8 - Prob. 8.3.3PCh. 8 - Prob. 8.3.4PCh. 8 - Prob. 8.3.5PCh. 8 - Prob. 8.3.6PCh. 8 - Prob. 8.3.7PCh. 8 - Prob. 8.3.8PCh. 8 - Prob. 8.3.9PCh. 8 - Prob. 8.3.10PCh. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Use an elastic analysis and determine the maximum...Ch. 8 - Prob. 8.4.4PCh. 8 - Prob. 8.4.5PCh. 8 - Prob. 8.4.6PCh. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Use an elastic analysis and compute the extra load...Ch. 8 - Prob. 8.4.9PCh. 8 - Prob. 8.4.10PCh. 8 - Prob. 8.4.11PCh. 8 - Prob. 8.4.12PCh. 8 - Prob. 8.4.13PCh. 8 - Prob. 8.4.14PCh. 8 - Prob. 8.4.15PCh. 8 - Prob. 8.4.16PCh. 8 - Prob. 8.4.17PCh. 8 - Prob. 8.4.18PCh. 8 - a. Use LRFD and design a welded connection for the...Ch. 8 - Prob. 8.4.20PCh. 8 - Prob. 8.5.1PCh. 8 - Prob. 8.5.2PCh. 8 - Prob. 8.5.3PCh. 8 - Prob. 8.5.4PCh. 8 - Prob. 8.5.5PCh. 8 - Prob. 8.6.1PCh. 8 - Prob. 8.6.2PCh. 8 - Prob. 8.6.3PCh. 8 - Prob. 8.6.4PCh. 8 - Prob. 8.7.1PCh. 8 - Prob. 8.7.2PCh. 8 - Prob. 8.7.3PCh. 8 - Prob. 8.8.1PCh. 8 - Prob. 8.8.2PCh. 8 - Prob. 8.8.3PCh. 8 - Prob. 8.8.4P
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- Question (1): A rectangular beam has a width b = 400 mm, and effective depth d = 850 mm and a total height h = 900 mm. The beam is subjected to an ultimate moment Mu = 1500 kN.m and an ultimate shear force Vu = 700 kN. 1- ) Design the beam for flexure to calculate the required area of steel. 2-) Using stirrups Φ 10 mm ( No.10) diameter, calculate the required spacing (s) between the stirrups at the ultimate shear force section. For all questions, Use f’c= 28 MPa and Fy= 420 MPaarrow_forwardCompute the shearing stress (MPa) in the pin at B for the member supported as shown in the figure below. The pin diameter is 20 mm Final answer should have 2 decimal places Where: L1=204 mm, L2=259mm, P=47 kN and angle =39arrow_forwardd.) What is the location of the absolute maximum shear from the left end of the beam? (in m) e.) What is the absolute maximum moment in the beam? (in kNm) f.) What is the location of the absolute maximum moment from the left end of the beam? (in m) I'll re-post again the other questions. Same, imclude fbd.arrow_forward
- 34 - A support is a fixed, B support is a sliding joint. loads M= 30 kNm, P1= 12 kN, P2= 13 kN, q1= 6 kN ⁄ m, q2= 7 kN ⁄ m , spans are a= 2 m, b= 3 m. The support reactions in the beam whose loading condition is given in the figure will be found. Accordingly, Ax = ?A) 22.25B) 0C) None.D) 39.25E) 21/2arrow_forwardNote: -The center of gravity (SG) is located at 477mm. Determine the factor of safety at points A and B located on the outer surface at the base of the pipe. use mohr's circleFactor of safety with maximum shear theory.Experts help with correct and all answers , dont waste qsn by wrong attempt.arrow_forwardRefer to the figure shown below, the hinged support at A is in double-shear connection while the support at B in single shear shear connection. Forces P is applied at C and F is an axial force produced from a member BD connected at B. Given data: x = 1.2 m, y = 1.5 m and z = 1.8 m. ∅ = 20 degrees Which of the following most nearly gives the maximum value of P in kiloNewtons if the shearing stress of 12-mm-dia. pin at A is 120 MPa. The horizontal distance between point A and B is 0.75x.arrow_forward
- The one end of a hollow square bar whose side is 10.34 in with 1.34 in thickness is under a tensile stress and the other end is connected with a U bracket using a double-pin system. Find the minimum diameter of pin is used according to shear strength. Take the factor of safety as 1.5 and for pin and Sigma allowed = 243ksi.arrow_forwardAssume that the axial load P = 40kN applied to the lap joint is distributed equallyamong the three rivets. What is the smallest diameterof the rivetif the allowable stresses are 90 MPa for bearing between a plate and a rivet, and 40MPa for shear in rivets?arrow_forwardFor the simple truss shown in the diagram, where the applied vertical downward load PP = 514 N, calculate the load in member AB (in N). Indicate a tensile load as +ve and a compressive load as -ve. Take aa = 2.7 metres.arrow_forward
- e. Calculate "P" in KN considering failure on bearing on block shear Two A36 16mm Thick Steel Plates Are Connected By Four Rivets With Fv=152 MPa As Shown. Given: Rivet Dia 20 mm x=100 mmarrow_forwardsubj: civil engineering A 50-mm diameter bar is used as a simply supported beam 3 m long. The flexural stress is limited to 50 MPa. If w = 36. •Find Fb(bottom) and Ft(top). (F = Mc/I) •Plot the flexural stress and draw a shear & moment diagram.arrow_forwardSolve this problem using stiffness Method and draw SFD and BMD P=95 STRUCTURE-2arrow_forward
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