EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4.1 through 4.11. Shear diagrams were devel- oped in Chapter 11 as Exercises 11.1 through 11.11. These diagrams constitute exercises that will be used again here in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate bending moment specific to that member at appropriate intervals across the length of the free-body đi- agram. Be sure to solve for bending moment at locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body and shear diagrams. neatly draw the related bending moment diagram directly below the associated

EXERCISES Eleven sets of illustrations and the corresponding free-body diagrams of building-related beams were provided in Chapter 4 as Exercises 4.1 through 4.11. Shear diagrams were devel- oped in Chapter 11 as Exercises 11.1 through 11.11. These diagrams constitute exercises that will be used again here in Chapter 12. Follow these instructions carefully to save time later: (a) On each sheet of engineering paper reserved for analysis, calculate bending moment specific to that member at appropriate intervals across the length of the free-body đi- agram. Be sure to solve for bending moment at locations where shear passes through zero. (b) On each sheet of engineering paper containing the free-body and shear diagrams. neatly draw the related bending moment diagram directly below the associated

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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A3
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Your email address will be recorded when you submit this form. Not eng19mem76@utq.edu.iq? Switch account Q1 The bars AB, CD and EF made of material with E=498 GPa and have a cross sectional area of 587 mm2. The beam ACE is subjected to the force P=174 N. Take L=D1.9 m and d=528 mm. Answer the following questions E The force in the bar AB is 112.9695 90.335 96.831
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