...For the figure shown below, determine the following: Express all your answers in decimal degrees.BS 73°41'ECS 80°12' ED110°26' RA143°34' RN 46°09' WE6.1 The bearing of line AB is N Blank 1° E.6.2 The interior angle at C is Blank 2°.6.3 The north azimuth of line DE is Blank 3°.6.4 The deflection angle at B is Blank 4°.6.5 The exterior angle at E is Blank 5° R. R (to the right) denotes the rotational direction where the angle is taken.

6.1 Bearing of line AB = 180° - 46°09'+110°26' = 23°25' = 23.416° 6.2 Bearing of line BC = 180° -…

Answered: 6.1 The bearing of line AB is N Blank…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Where does the maximum deflection occur for the beam shown? 80 kN B 12 m 21 E= constant = 200 GPa 12 m 1 600 (106) mm* O a. 9.78 m from Point A O b. 9.78 m from Point B O c. 10.95 m from Point B O d. 10.95 m from Point A
5. If link AB is rotating at MAB = 6 rad/s, determine the angular velocities of links BC and CD at the instant e = 30°. 250 mm WAB = 6 rad/s 30 B 300 mm 400 mm D.
Part d) Vertical defection at Point c Use the principle of virtual work to determine the vertical deflection at Point C. ( the positive direction of a vertical deflection points upwards )
Using the Area moment method, find the ff. When E = 70 GPa and I = 100x10^6 mm^4a.) Deflection at 4m from the left support b.) Rotation at 4m from the left support in radiansc.) Rotation at left support in degrees
Using the moment-area method, determine the slopes at ends A and B and the deflections at midspan of AB and point C of the beam. El is constant 10 kN 5m 20 kN 50 KN/m 10 m 5m 20 kN 5m 20 kN 150 RN-m
3. Use the moment-area method to determine the slopes and deflections at points B and C of the beam shown. 6m B 3m 250 KN 3m
In figure shown, determine the angle of tilt 8 so that the contact force at A will be twice that at B for the smooth cylinder. a. 14.48° с. 22.12° b. 19.48° d. 27.12° 40° 45°
Force Facts on the frame such that acting along member AB is 647 lbs, directed from B towards A, and the components acting along member BC is 530 lbs, directed from B toward C. Determine the direction 8. Set o = 60° %3D B. 45
Determine the deflections at B and C for the beam shown in Fig. 5 using the moment- area method. Also, determine the slope at D. El is constant. E = 20,000 ksi and I = 31500 in.4. 1.5 k/ft A B 30 k ↓ C 6ft 4 ft- +5 ft Fig. 5 D
b e Locate the centroid x™ of the cross-sectional area for the angle. Seta =10in ., b = 30 in . x=15.0in Find the moment of inertia ly’ about the y' centroidal axis.
2. Compute the slope at point D and maximum deflection of the given beam. 1 = 3468.1215 x 106 mm4 E = 110 GPa 52 kN B D A 2m 4m 3.5 kN/m C 5m 7777
Determine the Deflection at the midspan of AB. Use the Any Geometric Method (once for DIM, once for AMM, once for CBM) E = 200 GPa. I = 300x10° mm". Distance are in meters. Show complete Solutions 130 kN/m 18 kN-m )B C 6 4

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6.1 The bearing of line AB is N Blank 1° E. 6.2 The interior angle at C is Blank 2°. 6.3 The north azimuth of line DE is Blank 3°. 6.4 The deflection angle at B is Blank 4. 6.5 The exterior angle at E is Blank 5° R. R (to the right) denotes the rotational direction where the angle is taken.