4000 Mm 4000 Mm B 5000 Mm C Front View 5000 Mm Plan View Figure Qi Level 3 6000 Mm Level 2 Level 1 6000 Mm 3200 Mm 3500 1 (21.15 KiB) Viewed 25 times
4000 mm 4000 mm B 5000 mm C Front view 5000 mm Plan view FIGURE QI Level 3 6000 mm Level 2 Level 1 6000 mm 3200 mm 3500 mm 3500 mm. 4000 mm 4000 mm
(b) Analyse the axial and shear forces in beams and columns at Level 3. (10 marks) (c) If the frame is to be analysed by using analytical method, calculate and draw the possibility value of leeward wall. Then, explain the importance of windward wall and leeward wall in frame analysis. (Assume a =< 10°, Vdes=37 m/s, Cdyn = 1.00) (5 marks)
DESIGN SHOULD BE BASED ON BS EN 1990:2002+A1:2005, BS EN 1991-1- 1:2002, BS EN 1992-1-1:2004, MS 1553:2002
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!