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- 团 の image.jpg > B00 Deker mine the magni nde mnd direction 200 of the resultant +300 of the four forces shown in the higure. 420 500 Determine the moment a bout Point as ShownCE - PC 311 - STRUCTURAL THEORY Quiz No. 2F - Analysis of S tatically In determ in ate Beam s 1. By the moment-area method find the slope and de flection at the fre e end A of the cantile ver beam AB. E = 30,000k/in and I = 200 in ". Re fer to the fig ure belo w. A ll decim a ls must be in c lu ded, do not round off answers. All fig ures must be included and drawn straight. Curves may be done freehand. Sum marize your answers as shown b e lo w. w kit ft ft 1.110 7 8 Required Va lu es Answer O A A L1 L2 B.CE - PC 311 - STRUCTURAL THEORY Plate No. 10 - Analysis of Statically Indeterm in ate Beam s 1. By the moment-area m e thod c a lc u la te th e slopes of the e la stic curve at A, B and C and the vertic al de fle ctio n at C of the sim p le beam. E = 30,00 0 k/in and I = 300 in *. 2 Refer to th e fig ure b e lo w. AIl decim a ls m ust be inclu ded, do not round o ff answers. A Il figures must be in c luded and drawn straight. Curves may be done freehand. Sum marize your ans wers as shown below. Required V a lu es Answer B A X 1 X 2 X 1 X 2 kip ft ft 15.8 5 15 B.
- CLO 3: An 8-m simply supported beam AB carries a downward 8- kN point load located 6 m from the left support A. Determine the value of constant of integration, c2. -35/EI -40/EI -20/EIQ3) For the Beum In Figure 3 (a) Compute the magnide t the slope at jolnt B (b) Determine the member cnd Moment (() Using the member end Moments ore determined from A k Sm bmPLEASE ANSWER WITHIN 30 MINUTES
- pusite A C-channel has a dimiensions OF as shown, in with a thic kness of rmin. Determine the OF inertia abovt x-aris, If x -axis is also the nestral avis. moment | 120 747 T 120 247 2/23- Determine an expression for the natural frequencies and mode shapes of the shaft. p. J, G TTTTm5.) Determine the External Force Experienced by member AB. 6.) Determine the External Force Experienced by member IC. 7.) Determine the External Force Experienced by member IH.
- Q,28 A plane frame ABCDEFGH shown in figure has clamp support at A, hinge supports at G and H, axial force release at C and moment release (hinge) at E. The static (d) and kinematic (a) indeterminacies respectively are o B A (a) 4,9 (c) 2, 13 l'o'o'o'o 0.000 H-1 (b) 3, 11 (d) 1,14 6x3+4+4)-7-7 Gnot-2.20 kip - t 9 kips/t If the link AB is connected to the beam BC, as shown, the horizontal reaction at C equals You should scan your calculation sheet for this question OA 3.7 kips OB. 3.5 kips OC.3.9 kips O.D.3.8 kipsThe beam system ABCDE is loaded as shown below, it has a constant EI of70000kN.m2. The support at B settles downwards 3mm and at C it settlesdownwards 5mm.• Find the reaction forces and draw shear and bending momentdiagrams indicating key values