A backsight reading on BM1 (Reduce level = 100.00m) was 3.250m. The inverted staff reading at the bottom of the girder was 1.250m. The reduce level of the bottom of the grider is . A. O 102.02 m В. 104.50 m C. O 102.00 m D. 105.40 m

Q: Determine the shear (in kN) In member AB using Portal Method. Input the magnitude only. P=50KN B C…

A: Given data in question  Span member length  Point load Portal method To find out  Shear force in…

Q: Determine (a) the deflection at A, (b) the deflection at mid-point of span BC, and (c) the slope at…

A:

Q: A Beam AB is supported by a pin at A and cable BC at B. The force developed in cable BC is. 250 N…

A: Step 1

Q: What is the approximate moment at the ends of column AC of the frame shown? Use the portal method.…

A: the above question solved by portal frame method

Q: Determine the slope and the vertical deflection of point C for the beam shown.

A:

Q: Font -6 ft- 5k/ft -12 ft 130° -6 ft- B

A:

Q: A ŢI 105 20 B mx 73m 13m | 1.5m x Compute 1.5m a) Fixed-end moment b) distribution factor C) moment…

A: FEM=?distribution factors=?moment at B=?

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).