Gate AB is a quarter-circle 12 ft wide and hinged at B. The gate is uniform and weighs 6000 lb. Use 62.4 lb/ft³ as water's specific weight.
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- 9:43 0 11. ןןו: + ANALYSIS OF / 2 STATICALLY DETERMINATES.. MAIN TASK#1: Classify the following as externally stable, statically determinate, or statically indeterminate. If the structure is statically indeterminate externally, then determine the degree of external indeterminacy. (a) Hinge (b) (c) (d) STAT YAS10 N 10 N 20 N E M , 10 N 6.0m 4.0m A H. L. 8 BAYS @ 3.0 m EACH 20 N • The force at member JL is equal to O 31.10 N (C) O 34 N (T) O 42.16 N (T) O 30.84 N (T)8.9 Knowing that 0-40, determine the smallest force P for which 8.17 A half-section The coefficies 0.40.If a = pipe, (b) wha 444 0.45 equilibrium of the 7.5-kg block is maintained. .10 Knowingthat P 100 N. determine the range of values which il 0.35 9for he 7.5 kg block is maintained 7.5 kg uwo oy an inclime 8.11 The S be that is int of static friction black B Fig. P8.9 and P8.10 8.18 A 480-N their rota each cas locked, c the right tip over her and 8.19 Wire is vertical Fig. P8.11 and P8 on the coeffici determ 8.20 Solve zero. 8.21 The c W an 8.1 the c Domp tion 8.15 A unirorm 15 inclin mass of 30 kgmust be moved up along the ou Hpplng AOwing thE Torce P is horizontal the largest allowable coefficient of static friction DSween the crate and the incline, () the corresponding magnitnude forc .maves a 50 keg erate to the left along a loading dock by apeiving a foree P at corner B as shown. Knowing that the crate slarts to tip about edge E of the loading dock when a = 200 mm Fig P&.15 one…
- The loads F = F2 = 10kN. Figure 44°F m- D E F₁ 3m 3m 1 of 1Question 2 Frame ABCDE shown in Figure Q2 is supported by a fixed connection at B, roller at D and pinned at A. The frame carries 200 kN horizontal point load acting at the middle of member AC, 50 kN point load at point E and 50 kN/m uniform distributed load on member BC. El is constant. majum (b) 2m 2 m 50 kN/m 200 kN 6 m Figure Q2: Frame [Rajah Q2: Kerangka] 6 m D Next, calculate the fixed-end moment (FEM) for all members. w 1000 50 kN (a) For the case of no sway, calculate the value of stiffness (K) and distribution factor (DF) for each member. 2 m2. Gate AB is a quarter circle 10 ft wide into the paper and hinged at point B. Find the force F that is enough to keep the gate from opening. The gate is uniform and weighs 3000 Ibf. |F A Water r= 8 ft %3D В
- 5. Draw the FDBS of member ADB and BEC 1 m 1 m B E D 1.6 .system at point A. Then determine the distance: Reduce the given loading system to a force-couple to the right of point A at which the resultant of the Reduce the given loading system to a to the right of point A at which the resultant of the three forces acts. 720 N 800 N 200 mm 500 mm 450 mm 1200 N67. A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, then what is the net effective area of the angle? 1sdm b b (a) a- - (b) a+ b. b 1+0.35- a a b (c) a- (d) a+ b 1+0.2- a 1+0.35- b 1+0.2- b a