'2 kn' presentation slideshows

Moments

Force. Distance. Moments. TUTORIAL 4. to answer just click on the button or image related to the answer. let's go !!. W. W1 200N. W2 100N. A. B. C. D. calculate the anti-clockwise moments. calculate the clockwise moments. 4m. 2m. 4m. what do we do first?. either a or b. b. a.

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Trusses

Trusses. WORKSHEET10. to answer just click on the button or image related to the answer. let's go !!. what is a truss?. a triangular arrangement of members with rigid joints. a triangular arrangement of members with pinned joints. a beam with holes. same as a frame. a. b. d. c.

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? ?

? ?. F. A. B. ? ? 1. ?? F ????????? , ?? G ???????????????????????????. A. B. D. G 2. G 1. C. ? ? 2. ???????? AB ?????? A ? C ? D ??????????????? G 1 ??????? G 2 ????????? CD ?????????? CD ?? AB ???????????. E. D. h. B. C. A. l. l. ? ? 3.

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Supervisor : Dr. Monther Diab

An- Najah National University Faculty of Engineering Civil Engineering Department GRADUATION PROJECT II 3D Analysis and Design of WebTech Company Building With Supplementary Steel Frame. Supervisor : Dr. Monther Diab. Prepared by:. Ahmad Ghassan Mubarak Jamal Samer Harb

1.08k views • 60 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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3D Dynamic D esign O f AL- N our B uilding

3D Dynamic D esign O f AL- N our B uilding. An- Najah National University Faculty of Engineering Civil Engineering Department. Prepared by: 1. Ahmad Rashdan. 2. Jaffar Hassan . 3. Mustafa Aqra. 4. Odai Odeh.

669 views • 55 slides

Fundamental Concepts

Fundamental Concepts. Tutorial 1. to answer just click on the button or image related to the answer. let's go !!. FUNDAMENTAL CONCEPTS. continue. 700 kN. 0.7 kN. 70 kN. what is their weight (in kN) on earth ?. a. b. c. Question A1. a person has a mass of 70 kgs.

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Lecturer : Maizan bin Sulaiman

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Made by : Amjad Janajreh Husam Habaib Mohamed Estati

An Najah National university Graduation Project ( design and analysis of alhyat building ). Made by : Amjad Janajreh Husam Habaib Mohamed Estati submitted to : Dr. Mahmoud Dwaikat. Introduction.

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Forces and FBDs

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ENGR 152: Statics Lecture #2

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Lecture 16

ENGR-1100 Introduction to Engineering Analysis. Lecture 16. Today Lecture Outline. Structures: Trusses Frames Trusses analysis- method of joints Stability criteria. Trusses : Structures composed entirely of two force members.

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FOOTING

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?? F ????????? , ?? G ???????????????????????????

F. A. B. ? ? 1. ?? F ????????? , ?? G ???????????????????????????. A. B. D. G 2. G 1. C. ? ? 2. ???????? AB ?????? A ? C ? D ??????????????? G 1 ??????? G 2 ????????? CD ?????????? CD ?? AB ???????????. E. D. h. B. C. A. l. l. ? ? 3.

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Shear Force and Bending Moments

6 m. x. x. R A = 8.2 kN. R B =14.8kN. Shear Force and Bending Moments. Consider a section x-x at a distance 6m from left hand support A. 10kN. 5kN. 8kN. B. A. C. E. D. 4m. 5m. 5m. 1m.

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Page

Design of Concrete Structure II. University of Palestine. Page. Long Columns. Moment Magnification for Sway Frames. The design moments M 1,max and M 2,max at the ends of a compression member are taken as

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? 1 ? ?????

F P =1. C. x. f. B. A. L/ 2. L/ 2. L/ 4 f. H ???. 4????????. ? 1 ? ?????. ?????????. ????????????????????????????????????????? H ?????????????? C ?????????? f ????. F P =1. C. x. k. f. y k. B. A. a. L/ 2. L/ 2. Ly k / 4 f. a. a. M k ???. ? 2 ? ?????. ?????????.

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? ? ? 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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Pharos University ME 259 Fluid Mechanics for Electrical Students Revision for Mid-Term Exam

Pharos University ME 259 Fluid Mechanics for Electrical Students Revision for Mid-Term Exam. Dr. A. Shibl. Manometer Example Determine the pressure at point A in the figure below if h 1 = 0.2 m and h 2 = 0.3 m. Use ? water = 1000 kg/m 3 . Solution: P 2 = P 1 + ? Hg gh 2

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4 ?????? (statically determinate multi-span beam) ???

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