The estimated service or working axial loads, live loads and tensile seismic load for a particular column are as follows: PD = 610 kN, PL = 400 kN,

Please answer question 2, thanks.  1.For the loading and material information shown below, according to EC3, design and check the bending and shear capacities of steel beam which is 10 m long for carrying the listed loading. Information: Beam span length = 10 m, Bay width = 6 m, Slab depth = 20 cm, Partitions = 0.75 kN/m2 , Imposed load = 2.5 kN/m2 , Concrete density = 24 kN/m3 , Steel grade = S355 . Design the beam as a restrained beam as lateral restraint is provided by the concrete slab. Simple support condition of beam ends can be assumed. Check also the deflection of the beam and see if it can satisfy the serviceability limit states or not.  2. For the beam in Question 1, check the corresponding reduced moment capacity for high shear case assuming that VEd / Vpl, Rd = 0.7 .

Can you please solve the calculations with equations and step by step and use space Gass software for diagrams?I will be grateful to you for this help.All the best and Thank you so much in advance.

A column in the upper story of a building is subjected to a compressive load from the followingsources: dead load = 30.8 kips, occupancy live load = 1.7 kips, roof live load = 18.7 kips, and snowload = 19.7 kips.a. If load and resistance factor design (LRFD) is used, determine the factored load (requiredstrength) to be used in the design of the column. Which ASCE load combination controls?b. What is the required design strength of the column?c. What is the required nominal strength of the column for a resistance factor phi of0.9?d. If allowable strength design (ASD), determine the required load capacity (requiredstrength) to be used in the design of the column. Which ASCE load combination controls.e. What is the required nominal strength of the column for a safety factor Omega of 1.67.