'6 kn' presentation slideshows

Beams

Beams. WORKSHEET 8. to answer just click on the button or image related to the answer. let's go !!. 1.2 m 2. 12 m 2. 1,200,000 mm 2. a. b. c. Question 1. floor joists are at 600mm centres and span 2.0m between bearers, draw the configuration. what is the tributary area for one joist?.

2.01k views • 126 slides

Al- Quds Open University -Nablus

An-Najah National University Faculty of Engineering Civil Engineering Department. Al- Quds Open University -Nablus. Prepared by: Rana Adli Ramahi Supervised by: Eng. Imad Al- Qasim. Outline:. Introduction Slabs preliminary design Beams preliminary design

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ENGINEERING STRUCTURES

ENGINEERING STRUCTURES. In the previous chapter we have employed the equations of equilibrium in order to determine the support / joint reactions acting on a single rigid body or a system of connected members treated as a single rigid body.

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Moment of Force about an axis

Moment of Force about an axis The effectiveness of a force as regards to its tendency to produce rotation of a body about an axis or a point is called moment of the force. It is measured by the product of the magnitude of the force and arm of the force.

490 views • 35 slides

An Introduction to Forces: More Practice

Draw a free-body diagram for each of the following objects: (a) A car engine being lifted from a car by a rope attached to a pulley. An Introduction to Forces: More Practice. An Introduction to Forces: More Practice. Draw a free-body diagram for each of the following objects:

427 views • 24 slides

An Introduction to Forces: More Practice

An Introduction to Forces: More Practice. Draw a free-body diagram for each of the following objects: (a) A car engine being lifted from a car by a rope attached to a pulley. An Introduction to Forces: More Practice. Draw a free-body diagram for each of the following objects:

441 views • 24 slides

TRUSSES SAMPLE QUESTIONS

TRUSSES SAMPLE QUESTIONS. 4 m. 4 m. 4 m. E. D. 4 m. r=400 mm. H. G. C. F. 4 m. B. 16 kN. 4 m. A.

513 views • 24 slides

Michael D. Symans Kenneth J. Fridley William F. Cofer Ying Du

Task 1.4.7 - Innovative Systems Fluid Dampers for Seismic Energy Dissipation of Woodframe Structures. Michael D. Symans Kenneth J. Fridley William F. Cofer Ying Du CUREe-Caltech Woodframe Project Meeting of Element 1 Researchers (Testing and Analysis) San Diego, CA January 13, 2001.

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Weight: More Practice

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UNIVERSITY OF SALAHADDIN COLLEGE OF ENGINEERING CIVIL DEPARTMENT

UNIVERSITY OF SALAHADDIN COLLEGE OF ENGINEERING CIVIL DEPARTMENT. STRUCTURAL ANALYSIS AND DESIGN OF MULTI-STORY REINFORCED CONCRETE COMMERCIAL BUILDING. Supervised by Prepared by

191 views • 17 slides

? ? ? 16 ? ??????? DE ?????

F P. n. D. E. A. B. F. n. ?. C. ?. 2 m. 2 m. 2 m. 2 m. F NCF. F NCE. ?. C. ?. F YC. ? ? ? 16 ? ??????? DE ?????. ?? a ???? ????. 2 m. 3 m. ? n-n ?????????????. ? C ???. F P. D. E. A. B. F. C. A. F NAD. F XA. 2 m. 2 m. 2 m. 2 m. F YA. F NAE. ??.

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Problem 13.195

D. 10 mm. 20 o. C. A. B. 15 o. Problem 13.195. A 25- g steel-jacket bullet is fired horizontally with a velocity of 600 m/s and ricochets off a steel plate along the path CD with a velocity of 400 m/s . Knowing that the bullet leaves a 10- mm scratch

154 views • 6 slides