60 k. ft DETERMINE THE SHEAR AND AND MOMENT MOMENT FOR EVERY 8-FT STRIP INTERVAL STARTING AT POINT A AND DRAW THE SHEAR AND MOMENT THE DIAGRAM FOR COMPOUND BEAM AS SHOWN IN FIGURE. ASSUME THE SUPPORTS AT A AND C ARE ROLLERS AND B AND E ARE PIN CONNECTIONS. 2 k/ft 5 k 3 k/ft B C D 10 ft -6 ft-4 ft--6 ft- ㅏ E| -6 ft-

60 k. ft DETERMINE THE SHEAR AND AND MOMENT MOMENT FOR EVERY 8-FT STRIP INTERVAL STARTING AT POINT A AND DRAW THE SHEAR AND MOMENT THE DIAGRAM FOR COMPOUND BEAM AS SHOWN IN FIGURE. ASSUME THE SUPPORTS AT A AND C ARE ROLLERS AND B AND E ARE PIN CONNECTIONS. 2 k/ft 5 k 3 k/ft B C D 10 ft -6 ft-4 ft--6 ft- ㅏ E| -6 ft-

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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PROBLEM 01 REFER TO FIGURE 01, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE COMPRESSION OR TENSION) o FG o FC GH CH
a) The components of the apparatus were assembled by the technician. b) Firstly, weigh the aluminium beam given on the measuring scale, with a span of 1000mm. c) Place both spring balances with Newton readings on the left and right end of the frame. 2 d) Zero the two spring balances. e) Load the beam on both spring balances, at Omm from the left end of the beam and at 1000mm on the right end of the beam ) With the use of two metal hangers, place the one metal hanger was at 200mm from the left-hand side of the beam and at 100mm from the right-hand side of the beam, thereafter both hangers will be loaded with loads/weights g) Load left hanger with 400g and right hanger with 500g h) Read and record the readings from both the spring balances as left and right reactions in newtons (N). RESULTS 400g 603.7g 500g 200mm 100mm 500mm 1000mm RL RR Figure 3. Experimental Force diagram of a simply supported beam.
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love 2uomn x=? →☆=322-22m- 1 600 mn 221 2 uumn
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