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As per IS 800 ∶ 2007, in the design of beams/plate girders, when the web of a member acting alone is inadequate, different types of stiffeners are provided. Match the type of stiffeners provided in List I with the requirement to be satisfied by them in List 2. (Use the Code in the lists for matching). List 1 List 2 B. Intermediate transverse web stiffener 1. Provide local reinforcement to web under shear and bearing. C. Load carrying stiffener 2. Improve the buckling strength of a slender web due to shear. D. Bearing stiffener 3. Prevent local buckling of web due to concentrated loading. E. Diagonal stiffener 4. Prevent local crushing of web due to concentrated loading
The depth-to-thickness ratio of web when only transverse stiffeners are provided and 3d ≥ c ≥d, where c is clear distance between stiffeners and d is depth of web is_____ to meet serviceability criteria
The depth-to-thickness ratio of web when only transverse stiffeners are provided and c < 0.74d, where c is clear distance between stiffeners and d is depth of web is_____ to meet serviceability criteria
Which of the following statements are correct in case of vertical intermediate stiffeners? 1. These are required only when the ratio of web depth to thickness is greater than 150. 2. They should be provided throughout the length of beam at spacing less than 1.5 times web depth. 3. These can be fitted between flanges with clear gaps at top and bottom. 
Consider the following statements: In a plate girder 1. Bearing stiffeners are designed for bearing forces and they must also be checked for safety against compressive forces. 2. The length of any staggered intermittent fillet weld should not be less than 10 times the thickness of the stiffener. 3. Bearing stiffeners must be provided at the point of maximum bending moment. Which of the above statements are correct?
Consider the following statements: 1. The thickness of the gusset plate should not be more than the thickness of the structural members being connected. 2. A plate girder is essentially a beam and its moment of resistance depends upon its section modulus. 3. The function of the flanges in a plate girder is to resist the bending moment and hence their respective areas can be reduced near the supports of a simply supported beam. Which of the above statements are correct?
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of
(where, t = the web thickness in mm h = the outstand of stiffener in mm)
Consider two shafts connected with two gears as per the following options: 1. One on each shaft 2. Through an intermediate gear mounted on an intermediate shaft, and every shaft having one gear only 3. Through an intermediate gear mounted on an intermediate shaft, with the intermediate shaft having two gears, whereas the other shafts have one gear each Which of the above represent(s) a simple gear train?
In Sanjay Cafe, the charges for Maharashtrian meal plate is Rs. 45 and charges for South Indian meal plate is Rs. 60. In a particular month, 40 Maharashtrian meal plate were served while number of South Indian meal plate served was 65, then what is the ratio of total charges collected for Maharashtrian meal plate and total charges collected for South Indian meal plate?