Steel Beam Design as per BS 5950
An overview of the procedures that need to be followed in steel beam design is discussed in this article. There […]
Steel Beam Design as per BS 5950 Read Post »
An overview of the procedures that need to be followed in steel beam design is discussed in this article. There […]
Steel Beam Design as per BS 5950 Read Post »
The use of structural steel becoming more and more popular with the development of technology in this field and due
Classification of UB Section as per BS 5950 Read Post »
Pile caps are constructed to hold the pile and superstructure together at the ground level or below the ground level
The settlement of shallow foundations can be divided into two categories based on the time frame of occurrence. The settlement
Settlement of Shallow Foundations Read Post »
Non-prestressed reinforcement will be high strength deformed bars with a specified characteristic strength of 460 N/mm² or TMT bars with
Testing of Reinforcements Read Post »
Basic steps that need to be followed have discussed in a different article and it shall also be referred for
Worked Example Design of Doubly Reinforced Section to EC2 Read Post »
The design of the doubly reinforced section is discussed in this article. The basic steps that need to be followed
Design of Doubly Reinforced Section Read Post »
Beam design according to Eurocode 2 is discussed with a worked example. Eurocode 2 worked example for singly reinforced beam
Worked Example Singly Reinforced Beam Design using EC2 Read Post »
The procedure to be followed in designing of singly reinforced concrete beams to Eurocode 2 is discussed in the article.
Design of Singly Reinforced Beam Read Post »
Stability Checks for Retaining Walls Overturning and sliding checks are done to make sure the stability of retaining walls. In
Stability Calculation of Retaining Walls Read Post »
Singly Reinforced Section design Beam design can be done for different codes depending on specific requirements. Before designing a beam,
Beam Design to BS 8110 Read Post »
Staircase design using eurocode 2 Waist = 150 mmRise = 150 mm Treads =