January 8‚ 2013 AP English Language Woolf’s Language in Moments of Being In the excerpt of Moments of Being‚ Virginia Woolf reflects upon her childhood summers spent with her dad and father. As Woolf relives that one joyful day‚ she intrigues the reader with her rich writing style. While telling her story‚ Virginia Woolf uses language techniques such sentence structure‚ punctuation‚ and metaphors to convey the importance of this nostalgia. Moments of Being attracts the reader to feel what Woolf did
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One Sunday moming‚ I received an invitation from a friend of mine‚ Sudhir. I had come back from the UK to my native place. So‚ he invited me to lunch. I got up early in the morning and started getting ready. My sister gave me a cup of tea early in the morning. Then‚ 1 took my bath and got ready. My sister then again asked me to take some snacks and tea but I refused to take it as I was more interested in reaching my friend’s house. She insisted upon me to take a heavy breakfast but I ignored her
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Bending in beams Key Points: 1. Internal bending moment causes beam to deform. 2. For this case‚ top fibers in compression‚ bottom in tension. Bending in beams Key Points: 1. Neutral surface – no change in length. 2. Neutral Axis – Line of intersection of neutral surface with the transverse section. 3. All cross-sections remain plane and perpendicular to longitudinal axis. Bending in beams Key Points: 1. Bending moment causes beam to deform. 2. X = longitudinal axis 3. Y
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The Funniest Thing That Ever Happened to Me I was a seven-year-old boy‚ and was fairly close to my grandparents. My family has a strong Chinese background as my grandparents were refugees who fled from China in the 1940s. My grandmother‚ just like most old Chinese people‚ did not understand even the tiniest bit of modern technology. Moreover‚ since grandfather died‚ she started to transform her house into a mini zoo. Her sheer lack of understanding in technology and her wonderful family of animals
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EXPERIMENT 2 Title : Shear Force and Bending Moment Objective : To determine the shear force and bending moment when concentrated load‚ symmetrical load and non symmetrical load are applied Introduction The shear force (F) in a beam at any section‚ X‚ is the force transverse to the beam tending cause it to shear across the section. The shear force at any section is taken as positive if the right-hand side tends to slide downwards relative to the left hand portion. The negative force
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BEAM DESIGN FORMULAS WITH SHEAR AND MOMENT DIAGRAMS 2005 EDITION ANSI/AF&PA NDS-2005 Approval Date: JANUARY 6‚ 2005 ASD/LRFD N DS ® NATIONAL DESIGN SPECIFICATION® FOR WOOD CONSTRUCTION WITH COMMENTARY AND SUPPLEMENT: DESIGN VALUES FOR WOOD CONSTRUCTION American Forest & Paper Association x w Wood American Wood Council American Wood Council R R 2 2 V Shear V Mmax Moment American Forest & DESIGN AID No. 6 DESIGN Paper Association
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AM1.4-Bending moments in a simply supported beam Name: Arif Firdaus Marzuki Student ID: 1504166 Due Date: 16 January 2015 Introduction Bending moment is a rotational force that occurs when force is applied at any place away from at any point perpendicularly. A bending moment will occur when a moment is applied to a system so that the system will bend. According to Hibbeler‚ beams develop different internal shear force and bending moment from one point to another along the axis of the beam
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1 eng1201 tutorial 10 problem set (Set No. 6) 1. Calculate the area A‚ the location of the neutral axis‚ and the second moment of area (cross section stiffness) IXX for each of the following shapes‚ and rank them in order of increasing stiffness. Scale the dimensions from the drawings‚ and work in mm. For a circle‚ π r4 I= . 4 X X X (b) (a) X (d) X X X X (c) X X X X X X (e) (f) (g) X X X X X X (h) (i) (j) 2 2. A rectangular beam with a cross
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Lab report SHEAR FORCE & BENDING MOMENT Bachelor (Hons) of Civil Engineering Course: Structures l (ECS3213) Lecturer: Ir Pan Submission date: 07-11-2013 Group 8: Members No. Name Student ID 1 Diallo Mamadou Aliou SCM-014804 2 Balmeiiz Abilkhaiyrova SCM-014742 3 Elmogdad Merghani Mohamed Elhag SCM-017223 4 Omar Mohamed Abdelgawwad SCM- 018031 5 Salah Mohammed Alesaei SCM-015473 6 Ali Abdulrahman Mohammed SCM-008879 7 Kasem Heiazi SCM-017913 Contents A. Introduction: 3 B. Objectives:
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The article “Why the funniest people are sometimes the saddest” written by Jim Norton explores Robin William’s incident in the wrong direction. There’s no doubt that hearing that a comedian like Robin Williams took his own life causes a stir. It’s paradoxical. A man who can make others laugh isn’t happy himself. Although‚ saying that comedians tend to be sad gives sense of humor a dark image and this is not true. Indeed‚ people who are funny are hypersensitive observers of the world. Since they can
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