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QUESTIONS
1- Can you describe three basic approaches for structural steel design in detail?
2- How do you describe the compactness of a cross section? In which elements and/or under the effect of which loading conditions do we have to consider the compactness druring design? Explain it thoroughly.
3- What is the basic design philosophy of current seismic design codes? .
4- What is ductility? Please provide information concerning especially the types of ductility.
5- Can you compare the basic assumptions of the hazard level definition of current Turkish Seismic Design Code and ASCE 7-10? Provide brief relevant information please.
6- Why do we use seismic response modification factors (R)? Explain it thoroughly.
7- What were the basic characteristics of post-Northridge beam-to-column connections? Briefly summarize especially correlating with the damage observed during Nortridge Earthquake.
8- What are the major changes concerning the SMF design and detailing adopted in seismic design codes after the Northridge Earthquake? Briefly summarize.
When measuring a distance AB, the first taping pin was placed 1.5ft to the right of line AB and the second pin was set 1.5 ft left of line AB. The recorded distance was 236.89 ft. ( Assume 3 taped segments, the first two 100 ft each.)
Match each transformation description below with the name of a corresponding transformation. Diffusion-dependent with change(s) in phase composition(s) Diffusionless Diffusion-dependent with non change(s) in phase composition(s) The things you match ..
Calculate the IEEE double precision floating number immediately greater than the minimum number in double precision in both binary and decimal form
What is the overall specific gravity of a sample initially packaged with a moisture content of 3.5% below the optimum, then saturated (Assume that the soil sample can be compressed fully saturated with water without the occurrence of variation in ..
Uniform deposits were made on January 1 of 1991, 1992, 1993, and 1994 into a fund intended to provide $1000 on January 1 of 2005, 2006, and 2007. What were the size of these deposits
A rectangular channel 5 m wide carries a discharge of 10 m^3/s at a uniform depth of 3 m. The channel is running on a slope of 0.0025 m/m. Estimate wall shear stress and friction velocity. Assume the density of flowing water as 1000 kg/m^3.
Assume that there is only one phase present and that the formation is homogeneous, but anisotropic. Further, assume that viscosity, formation volume factor, and the areas available for flow are constant spatially. Last, assume 3-D flow using x, y,..
Does the presence of Mg2+ significantly interfere with the determination of Ca 2+ by the EDTA titration?
the pressure inside a commercial airliner is maintained at 1.00 ATM. what is the net upward force exerted on a (1.0 m)(200 cm) cabin door if the outside pressure is 0.30 ATM?
Calculate the percipitable water (mm) in a 10-km high standard atmoshperic column if the surface conditions are temperature=20 degrees C, pressure=101.3 kPa and the laspe rate is 6.5 degrees C/km.
If water at 70 degrees C (row=1.94 slugs/ft^3, vapor pressue= 0.363psia) is used in a simple barometer what is the height of the column of water if the atmospheric pressure is 15 psia
of 2640 psi with a factor of safety of 2.0 with respect to yielding. the yield stress of the steel is 65,000 psi in tension and 32,000 psi in shear. the diameter of the tank is 7.0 in. the minimum required wall thickness is 0.289 in.
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