Assignment activity and guidance Steel Framework Beam Analysis report You are presented with the following technical information concerning an I section beam and a rectangular box section forming part of the steam plant's supporting steel framework and are asked to produce a report that illustrates the shear force and bending moment diagrams for the I section beam, and the bending stress distribution diagram for the rectangular steel box section. The report will include several calculations of interest to the team: . The I section beam's maximum bending moment and its position, and the maximum stress in the I section beam. The maximum bending stress in the walls of the rectangular box section. The I section beam is shown in the diagram below and has a section modulus of 308 cm³ and a depth of 260 mm. It is simply supported at each end over a span AB of X1 metres; and carries a uniformly distributed load of W1 kN/m over its entire length and a concentrated load of Y1 kN acting vertically downwards at 2m from end A and a concentrated load of 50 kN at 2m from end B. The material's modulus of elasticity E is 205 GNm X X 260 mm Section of beam Zxx = 308 cm³ Values for I Section X1 m WI UDL load kN/m Y1 concentrated load kN 40

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You are a structural Engineer who works in Dar Al Handasah company. Your manager has called for a meeting and provided you with the below schematic design of a concrete beam that might be implemented at one of the sites. You were requested to calculate the following: (make 15 KN bold) 40 KN 15 KN 20 KN 45 30 KN 40 KN 16 20 Figure 1: Concrete Beam 1. Find the equivalent forces of the disturbed loads. 2. Sketch the beam showing all the applied forces (reaction and equivalent forces) and allocate them into their suitable locations proper points. 3. Apply the moment equations in the equilibrium state to find the value of the reaction forces at points A and B. 4. If the given beam in Figure 1 compressed shrank to be 19.98 meter where the original temperature was at the given temperature T1=200 K, find the temperature (T2) after the compression shrinking.

SHOW YOUR SOLUTIONS PLS INSTRUCTIONS: A beam having a tee-shaped cross section is subjected to equal 18 kN-m bending moments, as shown. Assume bf = 125 mm, tf = 25 mm, d = 185 mm, tw = 20 mm. The cross-sectional dimensions of the beam are also shown. Use these information to answer questions 1-5.   QUESTIONS: 1) Determine  the centroid location (measured upward from the bottom), in mm rounded to the nearest tenths. 2) With reference to problem 2, determine  the moment of inertia about the z axis. Express your answer in (106) mm4 rounded to three significant figures. 3) With reference to problem 2, determine  the controlling section modulus about the z axis. Express your answer in (103) mm3 rounded to three significant figures. 4) With reference to problem 2, determine  the bending stress at point H (positive if tensile and negative if compressive). Express your answer in MPa rounded to the nearest hundredths. 5) With reference to problem 2, determine the maximum bending stress…

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I Review Part A The beam in (Figure 1) is made from three boards nailed together as shown. If the moment acting on the cross section is M = 630 N · m, determine the resultant force the bending stress produces on the top board. Express your answer to three significant figures and include appropriate units. HA ? F = Value Units Submit Request Answer Figure 1 of 1 Provide Feedback Next > 25 mm 150 mm 20 mm 200 mm M 20 mm

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