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What is a shear key in steel structures?

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 In steel structure engineering , the column base connection serves as the pivotal interface linking the superstructure to the concrete foundation below. It must safely and reliably transmit various loads from the upper structure: vertical pressure , uplift forces , bending moments , and horizontal shear forces . When horizontal shear forces become substantial, the friction alone between the column base plate and the concrete foundation surface proves insufficient to resist them. At this juncture, a critical small component becomes indispensable—the shear key . Shear keys, as the name suggests, are structural steel connection components specifically designed to resist and transmit horizontal shear forces. Essentially, they are short steel members. Installation location: Typically welded or anchored to the base plate of a steel column (or other load-bearing components such as equipment supports ), with its lower end embedded in the concrete foundation or concrete structure cast ...

What are the options for building a mosque for 5,000 people in Saudi Arabia?

 

I. Design codes and loading requirements

💖1. Saudi Building Code (SBC 301) Core Parameters

Seismic design: according to Class II site category, seismic acceleration of 0.25g, seismic force calculation using the equivalent lateral force method, the main structure displacement angle limit of 1/200.

Wind load: basic wind pressure is 0.75kN/m² (100-year return period), equivalent wind pressure is 1.2kN/m² after considering height coefficient, local wind suction coefficient is 1.5.

Snow load: reference to the historical data of Mecca area, the additional roof load is calculated as 0.5kN/m².

💖2. Functional space indicators

1.5000 people worship space needs main hall net area 3500m² (calculated at 0.7m²/person).

2.suggests a 45m x 80m rectangular plan, with a central dome 30m in diameter, flanked by wavy vaults.

II. Specialised disaster-resistant design 

    💖1. Wind-resistant design

1. Installation of deflector plate (angle 25°) in the gable to reduce vortex vibration.

        2. Experimentally verified by Xuzhou Sufang Wind Tunnel: the wind pressure                  coefficient is reduced by 37% when the wind angle is 45°.


💖2. Seismic construction

1. Adopt double lateral force-resisting system: central dome as rigid frame + peripheral arch as articulated support

2. Viscous dampers (damping coefficient C=2500kN-s/m) are set up at 1/4 of the span.

III.Recommended technology mix programmes

💖body structure:Single-layer mesh shell + space truss arch on both sides
هيكل الجسم: غلاف شبكي أحادي الطبقة + قوس دعامة فراغي على كلا الجانبين

💖protective structure:Aluminium-magnesium-manganese panels with vertical locking edges + photovoltaic
هيكل واقي: ألواح من الألومنيوم والمغنيسيوم والمنغنيز مع حواف قفل عمودية + خلايا كهروضوئية

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