Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The design shear strength PhiVn of W33x130 section is equal to:
Group of answer choices
600 kips
576 kips
480 kips
590 kips
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- Find the max compressive and tensile normal stress of the beam belowarrow_forward4.7 R a) Member-AB is_____. options: a two-force member a multi-force member a zero-force member a torsional member b) Member-BC is _____. options: a two-force member a multi-force member a zero-force member a torsional member c) Member-DE is _____. options: a two-force member a multi-force member a zero-force member a torsional member d) Member-EF is _____. options: a two-force member a multi-force member a zero-force member a torsional member e)This structure contains _____ members. f)This structure is mounted to _____ supports. g)This solution contains _____ "overall system" FBDs. h) This solution contains _____ reaction(s) in the "overall system" FBDs. HINT: Think "component" form. i)On any…arrow_forwardThe built-up section shown below is fastened together by passing two 10 mm diameter rivets through the top and bottom plates into the flanges of the beam. Each rivet will withstand 11.8 kN in shear. Determine the required spacing of the rivets along the length of the beam if it carries a shearing force of 199 kN. 12 mm x 180 mm plates (2) I IPE I 400x180x642.2 steel 10 mm rivetsarrow_forward
- 1.51 Link ACis made of a steel with a 65-ksi ultimate normal stress and has a X -in. uniform rectangular cross section. It is connected to a support at A and to member BCD at C by -in.-diameter pins, while member BCD is connected to its support at B by a 16-in.-diameter pin. All of the pins are made of a steel with a 25-ksi ultimate shearing stress and are in single shear. Knowing that a factor of safety of 3.25 is desired, determine the largest load P that can be applied at D. Note that link AC is not reinforced around the pin holes. 8 in. B D 6 in. 4 in.- Fig. P1.51arrow_forwardInstructions:-Write down each step clearly in calculation suggestion what you are doing.( you need to tell why you selected particular value ofø (phi) and U). What and why you are calculating certain step Consider R= 433.5 PROBLEM A welded tension member is consisting of two channels placed 400mm back to back with flanges turned out. Select a channel for factored tensile of 4RKN using A36 steel and AISC specifications.The member is to be 15m long. PLASE USE THE EXAMPLE AS GUIDE OF ALL STEPS AND FORMULAS TO BE USEarrow_forwardinal exam (outside) تحليل انشاءات 2 نظري Q1 analyze the frame shown below using force method assume A,B and C are pin supports Q2 find the stiffness matrix for the beam AC 6 kN/m 10m 10m D 10m B 7 i B I ☑ $ Xzarrow_forward
- write legiblyarrow_forwardure B 2m2 m C -2 m D 4 m 500 N 700 N 2 of 2 Part B Identify the zero-force members in the truss shown in (Figure 2). Check all that apply. 000 CD DE CG CF FG BC BG DF AG EF AB Submit Provide Feedback Request Answerarrow_forwardDetermine the force of the members for the space truss shown in the figure. Joints A and B are supported by ball-and-socket while Joint C is supported by short link along z-axis. Indicate whether member is tension (T) or compression (C). 2m y Sm Az By BX Bz PAR Ax CSXScanned with Ca canner a SISU KN 15m 1 2117arrow_forward
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