Question

2. A 4-lane expressway (onee direction) is carrying a total volume of 4500 veh/h when an incident occurs resulting in the closure of two lanes. If it takes 1.5 h to clear the obstruction, determine the following: Assuming that the capacity of the highway is 2200 veh/h/In i. The maximum queue length that will be formed ii. The total delay ii. The number of vehicles that will be affected by the incident iv. The average individual delay. 7:38 PM Task-1 & 2 Course work Proposal Task I & IIividual task] (10% Marks) (50% Marks) Design a Conference Hall for MEC College which is having a size of L m x B m and kitchen Ix b in the plan as shown in the figure. The height of the hall is H-in m. which is having the elements of the building like beams, slab, and columns. Your tasks are to analysis and design each element of the building as given below and present the Design calculation by using European code of practices, along with Structural detailing with Grade of concrete C& Steel fyk 500 in RCC. Assume any other suitable date if necessary. Consider the Variable load as q kN/mm2. Size of porch is 1/4Th ofL Design the following elements A] Design of slab [Individual design] [30 %] B) Design of Beam [Group design] [ 10 %] C] Design ofColumn [Group design] [1096] CONFERENCE HALL Porch 1/4h of L The details of the assessment are as follows: a) For initial proposal how students are going to work out the tasks b) In order to find out whether this Hall is stable, students must analyze and design c The purpose of this section is to design flexural [Bending reinforcement of the specified Elements of Building. In order to do so, students must i.Carry out the structural design calculation and detailing in the form of a drawing ii.Also, consider the diameter and distance of the reinforcement (re-bars) for the specified area. (Re-bars should be presented per meter of elements of a building) just for the slab

Answer 1

'ens = 4400 vehlh Haxim.um quee denath - 15 o uchiules dolal dula 2. 2 (C-v) l-S2 ( 4500-440。) ( 8800-4400) 2 ( 8800-4S。。) Mati こ 450 0x1.5 Total de 1IS II 6015 0.01895んケ - 1369 mun