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Learning Outcomes and Assessment Criter Pass Merit Loi Calculate bending moments and shear forces for simply supported steel and concrete beams. P1 Determine the following by M1 Produce valid factors of D1 calculations and diagrams: safety for live loads, dead loads ber bending moments and shear and imposed loads using current ste force in simply supported steel codes of practice and building curt beams with point loads and regulations. apr uniformly distributed loads. eco P2 Discuss the statutory requirements to ensure safety in structural designs Notermine deflection for cimnh cunnertad ctool home

thesis in the formed individual word report the author and your dortion, but professional report and readability proposte clude swinger unting Outcomes மா மகாழமையாக பாபா க பா மாமா மாமா sertBriedade Ava you have recently jednowing die den buldne and many being of the country. As part of your training and problemet search low to anyone to be dear friend pradice and proved documentation er heaters which product Desetofte way of the we antipildo Cundt i other and bending moment when on the bed Nede 150 N SON 25 kN/m 4 Zoom helppened beesponds to block with 4 The formatie action to the sport Pet the hearts and bending moment price Deine gedigende 00.pdf verbis 135 KN ESAN 26 kN/m 1. volte them benden die teenweg armoeconomics and towel and Hotels.com

Learning Outcomes and Assessment Criter Pass Merit Loi Calculate bending moments and shear forces for simply supported steel and concrete beams. P1 Determine the following by M1 Produce valid factors of calculations and diagrams: safety for live loads, dead loads bending moments and shear and imposed loads using current force in simply supported steel codes of practice and building beams with point loads and regulations. uniformly distributed loads. P2 Discuss the statutory requirements to ensure safety in structural designs D1 ber stee cur apr eco Natarmine deflection for cimn cunnertad ctoel hoame

thesis in the formed individual word report the author and your dortion, but professional report and readability proposte clude swinger unting Outcomes மா மகாழமையாக பாபா க பா மாமா மாமா sertBriedade Ava you have recently jednowing die den buldne and many being of the country. As part of your training and problemet search low to anyone to be dear friend pradice and proved documentation er heaters which product Desetofte way of the we antipildo Cundt i other and bending moment when on the bed Nede 150 N SON 25 kN/m 4 Zoom helppened beesponds to block with 4 The formatie action to the sport Pet the hearts and bending moment price Deine gedigende 00.pdf verbis 135 KN ESAN 26 kN/m 1. volte them benden die teenweg armoeconomics and towel and Hotels.com

The submission is in the form of an individual A4 word processed report. The selection of font face and size are at your discretion, but as a professional report, clarity and readability are essential. Your report should include any calculations, drawings, sketches or other graphical material that is necessary. Any work which is not your own images, photos, graphics or text) must be referenced using a standard form of citation. Unit Learning Outcomes: LO1: Calculate bending moments and shear forces for simply supported steel and concrete beams Assignment Brief and Guidance: Assignment Brief You have recently joined a large multi-disciplinary engineering practice as a trainee Civil Engineer. The company are involved in designing buildings, bridges, roads and many other structures crucial to the economic and social well- being of the country. As part of your training and professional development your employer has asked you to research how to carry out calculations relating to bending moments and shear forces and evaluate current codes of practice and approved documents relating to steel beam selection. Task 1 - Consider the different types of load which can impact a structure and produce valid factors of safety for each. Discuss how these factors of safety relate to Sri Lankan statutory requirements and how they ensure the safety of the structure. Task 2-The simply supported beam shown in Figure 1 has partial UDL's from blockwork with adjacent beams exerting point loads at point and E. Calculate: a) The horizontal and vertical reactions forces at the supports. b) Plot the shear force and bending moment diagrams showing principle values. c) Determine the position and magnitude of the design bending moment Med. d) Iffy is equal to 275 N/mm', calculate the minimum plastic modulus required Wply and then select a suitable universal beam section from tables provided.

150 KN 80KN 25 kN/m B с DA 2.00m 1.30m * 2.00 m 2.00m The simply supported beam shown in Figure 2 has partial UDL's from blockwork with adjacent beams exerting point loads at point B and E. Calculate: a) The horizontal and vertical reactions forces at the supports. b) Plot the shear force and bending moment diagrams showing principle values. c) Determine the position and magnitude of the design bending moment Med d) Iff, is equal to 300 N/mm2, calculate the minimum plastic modulus required Way and then select a suitable universal beam section from tables provided. 135 kN 65kN 26 kN/m BC 1.80m 1.50m * 1.80m 1.80m Evaluate how the maximum bending moments determine the steel beam selection using current codes of practice in terms of economics and safety for Figure 1 and 2 steel designs. Assessor to provide suitable steel beam tables (e.g. Tato steel beam tables)