1. Determine the forces acting on members BD, CD and CE of the truss loaded as shown using the method of sections. State whether the member is in tension (T) or compression (C). Place your final answers on the tabulation provided. Use the last two digits of your ID number for the value of Pin KN (f it is 00, then use 10 kN). Member Force (kN) T/C BD CD CE

1. Determine the forces acting on members BD, CD and CE of the truss loaded as shown using the method of sections. State whether the member is in tension (T) or compression (C). Place your final answers on the tabulation provided. Use the last two digits of your ID number for the value of Pin KN (f it is 00, then use 10 kN). Member Force (kN) T/C BD CD CE

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.2P

See similar textbooks

Similar questions

1. An unsymmetrical flexural member consists of a 70 × 600 topflange, a 70 x 400 bottom flange, and a 12 × 180 web.a, Determine the Section Modulus.b. Determine the distance from the top of the shape to the horizontalplastic neutral axis.c. If A572 Grade 50 steel is used, what is the plastic moment MPy forthe horizontal plastic neutral axis?
The unknown load P is acting eccentrically with respect to the horizontal and vertical axes of the I-section shown. Knowing that the horizontal eccentricity is a = 1.25 in. and the vertical eccentricity is 2.5 in. determine the largest value of P that can be applied without exceeding either of the following tensile andcompressive allowable stresses:σten = 10 ksiσcomp = 18 ksi
1. An unsymmetrical flexural member consists of a 70 × 600 top flange, a 70 x 400 bottom flange, and a 12 × 180 web. a, Determine the Section Modulus. b. Determine the distance from the bottom of the shape to the horizontal plastic neutral axis. c. If A572 Grade 50 steel is used, what is the plastic moment MPy for the horizontal plastic neutral axis?
Given that the Gerber beam is drawn. Calculate and draw SFD,BMD,NFD Note : 1 ton = 1000kg Solve max in 25-30 mintes thank u
Given the following allowable stresses:• 50 MPa for shear in rivets• 100 MPa for bearing between a plate and a rivet• 80 MPa for tension in the platesNOTE: Draw FBD(a) If we increase the diameter of each bar to 20 mm, determine the maximum load Pthat can be applied to the lap joint.(b) Using the value computed for maximum load P from (a) compute for the over-allfactor of safety given that the actual P= 20kN.
Does the column shown below have enough available strength to support the given working loads? Use ASD. Take E = 29.272 ksi, ry = 2.031 in, K = 1, Fy = 59.03 ksi, Ag = 32.79 in2
Calculate x if point B contacted with the square support? (Erod CD=200GPa; AB is a rigid bar without deformation)
13.A rectangular beam has b = 300 mm and d = 410 mm. The beam is used to carry a factored moment of 20 kN-m. Assume f'c = 28 MPa and fy = 280 MPa. Calculate the required steel area in mm2. Express your answer in nearest whole number
Compute for the force in members FH, GH, and GI (USE METHOD OF SECTIONS) *For load P, take the last digit of your ID number example: ID # : 2187525, then P= 5 kN IF ZERO IS THE LAST DIGIT, TAKE THE 2ND TO THE LAST DIGIT example: ID #: 2187520, then P= 2 kN
An unsymmetrical flexural member consists ofa 3 x 30 in. top flange, a 3 x 20 in. bottom flange, and a 60 * 2 in web A. Determine the distance from the top ofthe shape to the horizontal plastic neutral axis. B. If A572 Grade 50 steel is used, what is the plastic moment Mp for the horizontal plastic neutral axis?
A square hollow steel strut if thickness 10mm is pin connected to two connector plates of thickness, 12mm. The connector plates are welded to the base plate of thickness, 12mm. The base plate is fastened to te concrete base by 4-16mm diameter anchor bolts. The diameter of the pin is 16mm. Which of the following most nearly gives the shearing stress in the anchor bolts? Choices 150.00 MPa 59.68 MPa 51.69 MPa 119.37 MPa
The cantilever beam is subjected to the load shown Below. Determine 1. the actual stresses acting at point A. (Hint: Tmas TIN EA). 2. IfG =30 GPa find the angle of twist at the free end of beam. 10 KN