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Hamerkop Builders At Hamerkop Builders, we specialize in building construction, civil and structural engineering and architectural detailing.

09/08/2026

UNDERSTANDING THE COMPLETE LOAD PATH

A DEEP STAND ALONE BEAM is a DEEP REINFORCED CONCRETE STRUCTURAL MEMBER whose DEPTH IS LARGE compared with its effective span and which primarily TRANSFERS LOADS DIRECTLY TO ITS SUPPORTS through DEEP BEAM ACTION rather than conventional slender beam flexure alone.

Designing such a DEEP STAND ALONE RC BEAM STRUCTURE such as this poultry and piggery house is a significant structural engineering 'CHALLENGE' because its behaviour is governed not only by conventional flexural theory but also by deep beam action, high shear stresses, concentrated load transfer mechanisms, anchorage and development of reinforcement, crack control and struts/ties behaviour.

Given the substantial IMPOSED LOADS includes those of LIVE LOADS arising from the poultry or pigs, equipment, stored materials or other operational activities, careful considerations of the COMPLETE LOAD PATH from the loaded structural elements through the beams and supporting columns to the foundations is of MUCH IMPORTANCE.

Particular attention must be given to compression struts, tension ties, shear resistance, bearing stresses, reinforcement detailing, anchorage or development lengths, confinement and compatibility with the supporting columns and adjacent structural elements.

In other words, you don't just calculate how much bending reinforcement the beam needs but also understand how the entire deep beam transfers it's gravitational weight and the heavy imposed loads through concrete compression, reinforcement tension, shear, bearing and the beam/column connections and ensure that every part of that LOAD PATH is ADEQUATELY DETAILED and CAPABLE of RESISTING THE FORCES.

The most important question should not only be "HOW MUCH STEEL DOES THE BEAM NEEDS" but also "HOW DOES THE LOAD GET FROM WHERE IT IS APPLIED, through the beams connections & into the columns and finally ADEQUATELY DECIPATED to the FOUNDATIONS and also whether every part of that LOAD PATH SAFELY CARRY THE FORCES.

UNDERSTANDING THE COMPLETE LOAD PATH. 👌🏼💡A DEEP STAND ALONE BEAM is a DEEP REINFORCED CONCRETE STRUCTURAL MEMBER whose D...
09/08/2026

UNDERSTANDING THE COMPLETE LOAD PATH. 👌🏼

💡A DEEP STAND ALONE BEAM is a DEEP REINFORCED CONCRETE STRUCTURAL MEMBER whose DEPTH IS LARGE compared with its effective span and which primarily TRANSFERS LOADS DIRECTLY TO ITS SUPPORTS through DEEP BEAM ACTION rather than conventional slender beam flexure alone.

Designing such a DEEP STAND ALONE RC BEAM STRUCTURE such as this poultry and piggery house is a significant structural engineering 'CHALLENGE' because its behaviour is governed not only by conventional flexural theory but also by deep beam action, high shear stresses, concentrated load transfer mechanisms, anchorage and development of reinforcement, crack control and struts/ties behaviour.

Given the substantial IMPOSED LOADS includes those of LIVE LOADS arising from the poultry or pigs, equipment, stored materials or other operational activities, careful considerations of the COMPLETE LOAD PATH from the loaded structural elements through the beams and supporting columns to the foundations is of MUCH IMPORTANCE.

Particular attention must be given to compression struts, tension ties, shear resistance, bearing stresses, reinforcement detailing, anchorage or development lengths, confinement and compatibility with the supporting columns and adjacent structural elements.

In other words, you don't just calculate how much bending reinforcement the beam needs but also understand how the entire deep beam transfers it's gravitational weight and the heavy imposed loads through concrete compression, reinforcement tension, shear, bearing and the beam/column connections and ensure that every part of that LOAD PATH is ADEQUATELY DETAILED and CAPABLE of RESISTING THE FORCES.

The most important question should not only be "HOW MUCH STEEL DOES THE BEAM NEEDS" but also "HOW DOES THE LOAD GET FROM WHERE IT IS APPLIED, through the beams connections & into the columns and finally ADEQUATELY DECIPATED to the FOUNDATIONS and also whether every part of that LOAD PATH SAFELY CARRY THE FORCES.

ROLE OF OPEN LOOP STIRRUPS IN COLUMN LAP SPLICE ZONESWhen OPEN LOOP STIRRUPS (crossties) are provided in column reinforc...
20/04/2026

ROLE OF OPEN LOOP STIRRUPS IN COLUMN LAP SPLICE ZONES

When OPEN LOOP STIRRUPS (crossties) are provided in column reinforcement, they are used to supplement closed ties by ensuring full lateral support of all longitudinal bars, especially in critical regions such as lap splice zones.
In lap zones where bars overlap and rely on CONCRETE BOND rather than direct continuity, the reinforcement becomes more susceptible to buckling, slipping or concrete splitting and to control these risks, the spacing of stirrups is reduced (typically around 100 mm or less, depending on your applicable design code) and additional crossties or open loop stirrups are introduced. The spacing at this zone should be lesser in the rest of stirrups.

They are arranged such that no longitudinal bar remains unsupported to ensure that both outer and inner bars are adequately restrained to improves confinement of the CONCRETE CORE and enhances the overall stability and bond performance of the column.

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