...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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9-5 Determine the deflections of point C and E. Knowing E=2.0X105 MPa, 1,-6560 cm², 1₂=12430 cm². 130 kN 12 C 2m 2m 4₂ E 2m 130 kN 1 D QB Thi 2m
7.37 Use the virtual work method to determine the vertical deflection at joint B of the frame. 1 20 kN/m 150 kN B -1.5 m-+-1.5 m- 4 m 5m El = constant E = 200 GPa 1=500(106) mm4
For the beam below, take P= 6kN, a=1.5m. Use the Moment-Area Method to solve this problem. A EI= const O 17 downward 0 35 upward The deflection at C is mostly near_ _kN-m³/EI 20 upward O20 downward P O 36 downward O 17 upward с 2a B
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.
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
The area of the green section is 13,222 mm-. It has the following moments of inertia with respect to the x- and y-axes: I, = 344 × 10° mm* and I, = 507 x 106 mm4. X. y y' 100 mm 119 mm Determine the centroidal moments of inertia I, I,, and , in mm* and the corresponding radii of gyration k, k, 'x" y'" X"'y" and k, in millimeters. 4.7e+06 X 2.12e+08 mm4 mm 4 mm k mm = mm mm
Determine the equations for slope and deflection of the beam shown by the direct integration method.EI = constant.

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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.