Answer Happy

Timber design
Design a School class room, near CPUT Bellville School class main 1st floor -Timber Structure Part A Load Calculations, Constraints, Analysis and Drawing Annotations. . . Make a review of the school building in terms of applied load and its transferring mechanism. Annotate neatly in Figure 1. Mentioned all the relevant codes used in the calculation of load on the building. Describe the general design problem, constraints, and approach. Comment on the issues related to selection of the structural system. Refer Annexure. Justify your selection. Given the structural drawings of the building, determine the design gravity loads acting in accordance with the SANS-10160-2. Show the . critical combination of load. Explain the issues related to their selection and location within the structural system. Make structural idealizations of the existing structural system, providing detailed explanations of your assumptions. Select a representative 2D frame and distribute calculated gravity on this frame. Through approximate analysis techniques, find design member forces. Part B: . Calculate the worst loaded on POST Department of Civil Engineering and Surveying Design all the Beams . Shows the bending moment and shear force diagram of critical beam. General: . Ignore the wind load. Assume brick wall mass from SANS 10160-2. Assume Column length measure from u/s 1st floor deck to top of the base; All timber SAP; Choose suitable Live load on platform Make reasonable assumption with references and show all the hand calculation; .
TB5 C1 C2 J1 3.2m 4 equal bay @ 1200 mm TB6 3m TB3 TB1 22mm T&G planks on SAP TIMBER JOIST at 500mm C/C max 3.2m 2m J2 C4 C3 TB7 Truss member size Top Chord (TC) = 114 mm x 38 mm Bottom Chord (BC) = 114 mm x 38 mm Internals = 114 mm x 38 mm Grade of SA Pine 7 J2 1.2m TB4 TB2 TB8 280 Cavity wall on perimeter over the Timber beam TB = Main steel beam (TB1 to TB4 is continuous beam) TB = Timber Beam (simply supported) J = Timber Joist (simply supported) P = POST (5m long)