Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- a light crane runway beam consist of a wide flange and a chanel joined by 2-16 mm diameter rivet spaced at 125 mm on center longitudinal, throughout its length.the beam is simply supported on a span of 6m. Given properties: W450mmx75kg/m A=9484mm^2 d=460mm tf=9mm tw=14mm Ix=3.33x10^4 mm^4 Iy=0.17x10^8 mm^4 C380mmx50kg/m A=6426 mm^2 d=380 mm tf=10mm tw=16 mm Ix=1.3x10^8 mm^4 Iy=0.03 x10^8 mm^4 Xo=20 mm a.compute the moment of inertia at the neutral axis b.compute the allowable moving load P(kN) such that the allowable bending stress is Fbx=150 MPa c.Calculate the allowable moving load P(kN)if the allowable shear stress in the rivets is 100 MPa. hello please answer this thanksarrow_forwardSolve the problem with complete solution in landscape orientation by placing it in a short coupon bond and avoid erasures. 1. The frames shown in the figure is supported by a hinge at E and A roller at D. Compute the horizontal and vertical components of the hinge force at C as it acts upon BD. 240 D RD A 45° 45 B E REV REHarrow_forwardThe figure below depicts one of the typical designs for . interchange. а. diamond O b. trumpet ос. cloverleafarrow_forward
- All units must be in KN or m.arrow_forwardNote: Replace all zero digits of your ID number by number "2" Problem #3: X (N) Use X = Last 3 digits of ID number Y = Last 2 digits of ID number В A = 4th digit of ID number A (m) - 2 m → 2 m B = 5th digit of ID number %3D 60° C = 6th digit of ID number %3D e.g., ID # = 12-3456-789 X = 789 11. Determine the horizontal reaction at A. (N) 12. Determine the vertical reaction at A. (N) 13. Determine the horizontal reaction at B. (N) 14. Determine the vertical reaction at B. (N) 15. Determine the horizontal reaction at C. (N) Y = 89 A = 4 B = 5 16. Determine the vertical reaction at C. (N) C = 6arrow_forwardQuestion 7 A(n)is an activity that must start and end on the established dates in a schedule or it will delay the completion of the project. Eca PrtSclImpr.éct SysRq/Syst. Pause F12 Scr Lk Arrêtdét F4 F5 F6 F7 F8 F9 F10 F11 Break/Interr E3 *-arrow_forward
- The slope equation between points A and B for this beam will be a function of x to what power? A x3 (cubic) O x4 (quartic) x2 (quadratic) O x1 (linear)arrow_forwardSituation #1 El is Constant (Assume El = 1 kN-m²) Y KN 3 m 7 10 + A X KN 4 m B Y= 32 X= 868 A= 5 1. Determine the deviation of B with respect to the tangent at A 2. Determine the deviation of A with respect to the tangent at B 3. Determine the deviation under the load Y with respect to the tangent at A All units must be in kN or m in the summary. Be consistent with your units. ARGOLLITEarrow_forwardPlease complete table and show solutionarrow_forward
- I WILL RATE! Determine the Vertical Deflection at D. Indicate the negative sign if the answer is to the left.arrow_forwardI WILL RATE! Determine the Vertical Deflection at C. Indicate the negative sign if the answer is downward.arrow_forwardAh Av 60 49 30 Bh 20 N •METHOD OF JOINTS At joint C EC 30 DC 20 N Find EC = Find DC= At joint D DG ED 0 49 DF DC Find DG = Find DF = Tabulation of forces from Method of Joints: FORCE ACTING (N) МЕМBERS NATURE DC EC DF GDarrow_forward
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