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The 701st Battalion with its machine gun company of six guns, a troop of cavalry, an infantry-artillery platoon with two mountain guns or howitzers and a trench mortar section with four mortars and a cavalry squadron, remained intact.
It consisted of the 16th and 19th Divisions, the 701st Battalion was still complete with a troop and a squadron of cavalry, six machine guns and 18 light Bergmann machine guns, an additional machine gun company of six guns an infantry-artillery platoon with two mountain guns/howitzers, a trench mortar section with four mortars.
Lowe decided that replacing them with more experienced soldiers would risk undermining the cohesion and morale of the company, but several specialist units from elsewhere in 1 PARA were attached to A Company to bring the company group up to the required strength, including a signals group, snipers, heavy machine gun sections, and a mortar section.
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These micrographs were analyzed to determine the amounts of unhydrated cement part, undifferentiated hydrated part and capillary pore phases in the cement mortar sections.
Bravo Company stayed behind to protect the battalion's base, along with the mortar sections of Alpha and Delta Companies.
Indeed, a recent market report in Bricks & Mortar, a section of The Times, suggested that locations with royal connections are emerging from the recession more quickly than other places and even seeing increases in property prices.
This paper also examined an approach to enhance web crippling strength of the tubes, by infilling the mortar as composite section.
mortars, and one section of 75-mm.
The walls in Mullen's room were punctured with mortar shrapnel, and sections of the floor were also missing.
Furthermore the shear strength of the infill panel can be calculated as follows: R_{text{shear}} = A_{text{n}} f_{text{v}}^ (7 where A n is the area of the cross section of mortar between adjacent rows of the infill panel and ( f_{text{v}}^ ) is the shear strength of the infill panel.
A typical BRB consists of a yielding steel core encased in a mortar-filled steel hollow section to restrain buckling, non-yielding and buckling restrained transition segments, and non-yielding and unrestrained end zones (Figure 1) (Sahoo and Chao 2010).
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