Determine the absolute maximum value of live load moment and shear produced in the 50-ft girder. The absolute maximum value of live load moment produced in the 50-ft girder is The absolute maximum value of live load shear produced in the 50-ft girder is kip-ft kips.
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- The frame shown below is subjected to an applied Point Load of 27kN and a Uniformly Distributed Load of 3kN/m and is supported at A by a pinned connection and at B by a roller connection. Calculate the vertical support reaction at B. Give your answer in kN to 2dp. 3m 3m PL UDL 5m A10KN 20 KN 30 KN O 3m A steel beam 12 m long is simply Supponted and carries Hhe moning wheel lood shown in Hhe figure The distance oç the nesultant whecl load prom the 10 kN load is The absolute maximum possible bending moment (kNm) is The absolute maximun possible shear (KN) isProblem#1) For the post-tensioned beam shown in the figure find the maximum usable moment capacity at midspan. - Aps = 10(0.153 in³) = 1.53 in? - c.g.c. 4" -4-#10 20'-0" (As = 5.08 in?) 40'-0" 110" Material Properties: fe = 5 ksi fpu = 270 ksi fy = 60 ksi 6" 24" 16" Section
- Proble m Ana ly ze th e sta tic a lly in de term in a te beam shown by the moment- d is trib u tio n m e th od. Draw shear and bending -moment diagrams. ske tch of th e de fo rm e d struc tu re not needed. 12 ft 28 ft Ac 2 lc A AD B 3 lc 3 lc 4 0 ft 20 ft 4 0 ft P(k) w (k/ft) 55.4 5.9Task 12 Z A C B 2a a a The figure above shows a static indeterminate beam ABCD. The beam has a fixed joint bearing in A and a sliding bearing in B and C. Note that the beam is continuous at point B and that the joint in the bearing is below the beam. The beam is subjected to an evenly distributed load q between A and C, while there is a point load F at point D. The beam is made of steel with an E-module E = 210 000 MPa and has a cross section with a second area moment ly = 12x106 mm4. The value of the evenly distributed load q and the length a are determined from: 9= ID+25 20 kN/m ID+40 a= m 50 ID=40 a) Determine how much the maximum force can be when the bearing in point B can withstand a maximum vertical force of 50 kN (Bz< 50 kN). Write your candidate number on all the sheets you upload. b) Now set the force F to the value you found in question a) and decide how big the deflection of the beam will be in point D, under the point load F. Write your candidate number on all the sheets…lho H.W.2: 1,200 mm The load P produces an axial strain of -1,800 pe in post (2). Determine the axial strain in rod (1). (1) rigid plate 480 mm bare 1.5 mm 600 7. 100000\ 300 mm 300 mm 600 mm (2) S. 1,0 8 11 2,09 4 1, nd supported by two rods at A and- E naliad After load Pis applie
- A 290 kg/m light crane rail sits on and is securely fastened to a W400mmx67kg/m crane girder.The girder is simply supported on a span of 9m.Assume full transfer of lateral load to the top flange of the girder. Crane wheel loads: Vertical load at the centroid (V)=80kN Horizontal load at the top flange (H)=8kN Properties: A=8580 mm^2 d=400 mm bf=179 mm tf=14 mm Ix=244 x 10^6 mm^4 Iy=14 x 10^6 mm^4 tw=8.5 mm a.what is the maximum bending stress fbx(MPa) in the girder? b.determine the maximum bending stress fby(MPa) in the girder c.Using the interaction formula fbx/Fbx + fby/FbyThe compound girder shown in the figure below is subjected to a uniform live load of 12 kN/m, a uniform dead load of 4 kN/m, and a concentrated live force of 38 kN. Determine (a) the maximum reactions at supports, and (b) the maximum negative shear and moment at point D. A 20'- B hinge C 8 10'- E 10-TTTT Draw AFD, SFD and BMD for the following frame, and determine the following • Vertical Reaction at A • Vertical Reaction at D • Horizontal Reaction at G • Maximum Axial Force • Maximum Shear Force • Maximum Bending Moment 40kN/m F H 30kN/m 6m 4m Зт 4m C 12m I 40kNm 6m 7m 6m 75KN B y D 3m TTTT >x A
- the beam shown below is subjected to applied moment of 8KN/m and is supported at A by a pinned connection and at B by a roller connection, draw the bending moment diagram A 2kN/m 5m 8kNm 2m DD C 2m2. Determine the reactions in the supports and draw the shear diagram. siatb mSTgcib 18ode orlt mi soTA 2 k/ft 75 k A Ja IP . -15 ft--15 ft- 30 ft- n oinbim to a ebim oris i BOTA+S 31 E = constant + 0001) t di 8T.00.iz: QUIZ (MODULE 5). A continuous beam has a loading shown. Assuming constant flexural rigidity (El). 50KN 35KN 70KN 40KN 2m 3m 2m 2m 3m 2m B 2 C 3 D 4. 5m 7m Determine the following: a. Moment at 3 or C (kN-m: write positive or negative) b. Moment at 2 or B (kN-m: write positive or negative) C. Reaction at 1 or A (kN: positive value only) d. Reaction at 2 or B (kN: positive value onlv) e. Reaction at 3 or C(KN. positive value only)