determine minimum thickness of various twoway slabs based on deflection: Minimum Suggested Thickness “h” for Two-Way Slabs Two-Way Slab System: Minimum Thickness h: Flat plate Ln/30 Flat plate with spandrel beams Ln/33 Flat slab Ln/33 Flat slab with spandrel beams Ln/36 Two-way beam-supported slab Ln/33 Ln = clear distance in long direction Flat Plates Flat plates are the most common type of two-way slab system. It is commonly used in multi-story construction such as hotels‚ hospitals‚ offices and
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|Christian Pandis | |Date: |10/12/12 | |Comments: | | | |
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Laser Transmitter A laser transmitter projects a beam of laser light outward while raising and lowering the beam. The beam may define a conical surface of varying inclination. The transmitter includes a laser source that directs a beam generally vertically‚ and a beam diverting element. The beam diverting element is positioned in the path of the beam‚ intercepting the beam and redirecting it. The beam emerges from the transmitter as a non-vertical beam that is raised and lowered. The diverting element
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succeeds in misleading the readers‚ as well as the actual characters on the matter of who is really in love with whom. Although it is teeming with romantic dialogue‚ the characters have a tendency to misunderstand confessions of love‚ as well as comments made in passing concerning the secret feelings of others. Through forms of narration and dialogue‚ Jane Austen forces the reader to interpret these subtexts and draw conclusions concerning the actual romantic intensions of her complex characters
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Drama; Secrets; Scandal. Three simple words‚ all of which describe ‘the Crucible’ perfectly. Arthur Miller’s clever use of universal themes and hidden techniques throughout the tragedy are what makes ‘the Crucible’ the well known play that it is today. With its gripping storyline of love‚ jealousy and betrayal the play is deeply moving with a twist of excitement. Focused on the series of mysterious events surrounding 1692 in Salem‚ Massachusetts. Arthur Miller produced the play in 1953 at just 34
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conducted to understand the behaviour of a simple structure with a rectangular cross-section. The test was completed succesfully although some mistakes occured between theoretical and empirical results. The second experiment consited of an unsymmetrical beam‚ of which the determination of its principal axes was made. Then the third experiment‚ shear centre‚ was conducted in order to find the shear centre. Finally‚ all the experiments were completed‚ and the objectives were met‚ even with the presence of
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only there ‘mental attention’ (covert attention). They were they shown a directional arrow which either did or did not suggest where the target may appear (valid or invalid). Next they were shown the target which required rapid response. Results supported the spotlight metaphor as it shown that response times were facilitated by a valid arrow cue‚ making it faster. This shows that the spotlight can freely move around to look for a target. Posner (1980) also suggested that this shows that the spotlight
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limited because their usage depends on the accompany with the other material. Steel framed structures are designed with the connections between the separate members treated as either non-rigid or fully rigid joints. The frame consists of horizontal beams in both direction and vertical columns called stanchions‚ usually all standard rolled sections of various sizes‚ joined together by welding or by bolts with cleats to form a stiff to which the feet of the stanchions are bolted. All the steel members
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and calculated theoretical values. 4. Predict component behavior using experimental test results and engineering formulae Experiments: 1. Hardness test 2. Tension test 3. Compression & impact tests 4. Torsion test 5. Thin-walled pressure vessels 6. Beam bending test 7. 8. 9. 10. 11. 12. Buckling and Fatigue tests Creep test + Mid Term Exam Metallographic analysis Non destructive test Heat treatment Casting Grading: Lab reports Mid term exam Final Exam 40% 20% 40% Course Policy 1. All reports
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CHANDIGARH UNIVERSITY‚ GHARUAN BoS Meet CIVIL ENGG. DEPTT. SESSION 2012-13 12/5/2012 CHANDIGARH UNIVERSITY GHARUAN Scheme and Syllabus Of B. Tech. Civil Engineering (CE) Batch 2012 Contact Hours: 30 3RD SEMESTER Course Code | Course Name | LoadAllocation | Marks Distribution | TotalMarks | Credits | | | L | T | P | Internal | External | | | CET-201 | Fluid Mechanics-I | 3 | 1 | 0 | 40 | 60 | 100 | 3.5 | AMT-210 | Mathematics – III* | 3 | 1 | 0 | 40 | 60 | 100 | 3.5 | CET-202
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