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CET 435 TEMPORARY STRUCTURES Dr. David Washington Associate Professor L Problem Solving TOPIC: Design the Wale mber Design) 22 Given: The wale in a braced excavation has the tollowing ieomation0p Load: Wo-70 Member Size: 4x16 Stress Grade and Species: Hem-Fir No.1 & beter WALE Spacing: 4 O.c Corint > 19% kr aia Choose a Size Category below for the member as shoun tiesevom Dimension Lumber, MSR, Beam and Stringer, Post and Timber) b Find the moment矹V. and defection (ASD only)...
CET 331 Ill. Problem Solving show conversions, Solve the following problems, showing your complete solutions. Be sure to TOPIC: CALCS Ons, units and box in your answers to receive complete credit TE THE ACTUAL STRESSES AND SECTION PROPERTY İN ACOMPOSTE TİMBER T-BEAM 2 K/ft 9. 1'-8" FIGURE A: FREE BODY DIAGRAM 8 10' 12 A. CALCULATE THE FOLLOWING PARAMETERS: (30 PTs) 1) MOMENT OF INERTIA(ix) 2)SECTION MODULUS (Sx) above and below the neutral axis 3)RADIUS OF GYRATION(r) B. ASSUMING THE...