(2) No. 4. The rigid beam in Figure No. 4 is 1,250 mm supported by links (1) and (2), which are made from a polymer material [E = 16 GPa). Link (1) Rigid beam B has a cross-sectional area of 400 mm2 and link (2) has a cross-sectional area of 800 mm2. Determine the maximum load P that may by 600 mm 300 mm 1,000 mm (1) applied if the deflection of the rigid beam is not to exceed 20 mm at point C. Figure No. 4

(2) No. 4. The rigid beam in Figure No. 4 is 1,250 mm supported by links (1) and (2), which are made from a polymer material [E = 16 GPa). Link (1) Rigid beam B has a cross-sectional area of 400 mm2 and link (2) has a cross-sectional area of 800 mm2. Determine the maximum load P that may by 600 mm 300 mm 1,000 mm (1) applied if the deflection of the rigid beam is not to exceed 20 mm at point C. Figure No. 4

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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