Steel lintel design calculations 6. 34 Design Shear and Moment Capacity for Nominal 12 As we have a length of the lintel is more than 1. 425 x 5 = 7. This program will calculate steel lintel design calculations for Powers Steel L2 and Box lint The calculator determines suitable steel lintels for the different load types in accordance with AS 4773. The user can select a single angle or double The design of structural steel lintels for use with brick masonry is too critical an element to be left to “rule-of-thumb" designs. . For residential purpose, its height is kept 2. Here are the key points about the calculation: Design Basis: The design is based on the lintel design loads specified by the user along with dead load and live load deflection criteria. 31 Design Shear and Moment Capacity for Nominal 10 x 8 in. This is a free program and designed to assist Powers Steel customers only. The design calculation of lintel is similar to beam design calculations. 425m length of 10mm bars. 6-12 6. This calculator will populate a list of suitable steel lintel sections from lightest to heaviest. T oo little concern for loads, stresses and serviceability can lead to problems. 398 kg. STEP-3: Calculate Weight Of Steel For Main Bars. 33 Design Shear and Moment Capacity for Nominal 10 x 24 in. 3m so we will have to choose 5nos of bars for the lintel reinforcement. Updated 3/31/25 (This version will expire on 3/31/26) Report A Problem. . So, We need 5 nos of 1. 125m . In that case . Mar 31, 2025 · Powers Steel Lintel Design. 1 – Masonry in Small Buildings. The height of the door jam, which is not fastened or secured, is the lintel level. 125/162 = 4. Information is provided so that structural steel lintels for use in brick masonry walls may be satisfactorily designed. Weight of steel for 10 mm bar = D²L/162 = 10² x 7. User determine the load type and opening width. Length of 5 bars = 1. Concrete Masonry Lintels . Here an example is shown to calculate the reinforcements and other design aspects of lintel. Jun 20, 2023 · This design is in accordance with the American Institute of Steel Construction (AISC) 13th Edition requirements. 1 meters or 7 feet. 32 Design Shear and Moment Capacity for Nominal 10 x 16 in.