- Wer A Very Long Steel Bene Supported By Tles Of Steel Rods Ench 11 Mm In Dinmeter Und 1 5 In Long Spaced 0 6 Monterto 1 (47.69 KiB) Viewed 30 times
WER A very long steel bene Supported by tles of steel rods, ench 11 mm in dinmeter und 1.5 in long, spaced 0,6 monterto-center. For the bean aruss-section, the moment of Tertin is 910 mm and the section modulosis 12 x 10mm. When a single point force of 31 KN is applied at the mid-point of the beam, calculate: Bx maximum deflection in beam maximum bending stress in beam maximum stress in rods For steel, modulus of'elastioity - 210 GP. 1.5 m .6 m .6 m 777 IT TIT can you please show work for betax. I am looking for solutions based on the principals of elastic foundations using beta_x.