📘 structural engineering

1. **State the problem:** Calculate the support reactions at A and C for a simply supported beam with a downward load $P = 160$ kN at B (3 m from A), and support C settles 5 mm und

1. **Stating the problem:** Calculate service load and factored load for a structure given Dead Load (D) = 450 kN, Live Load (L) = 200 kN, Roof Live Load (Lr) = 80 kN. 2. **Load co

1. **State the problem:** Given dead load (D) = 450 kN, live load (L) = 200 kN, roof live load (Lr) = 80 kN, find the service load using allowable stress design (ASD) and factored

1. **Problem Statement:** We have given load combinations and are asked to compute service load (ASD) and factored load (LRFD) given Dead Load (D) = 450 kN, Live Load (L) = 200 kN,

1. **State the problem:** Design parameters for a Deck Girder Bridge with cleared span length 40 ft + half of 40 ft rounded up, clear width 24 ft + one-third of 40 ft rounded up, l

1. **Problem Statement:** We have a horizontal HEB 120 beam supported by two vertical flat steel bars (A and B) each 120 mm wide and 8 mm thick.