The present disclosure provides designs and methods for manufacturing precast fully-encapsulated bilayered fiberglass Styro-aircrete building blocks. The disclosure comprises forming a super-light air-entrained Styro-aircrete building panel for a wall, roof, or beam. The Styro-aircrete is made with a novel composition/formula using shredded Styrofoam and other traditional Styro-aircrete ingredients that are mixed. Wire meshes and fiberglass fibers are pre-embedded in the panel frame to keep the structure in place. The Styro-aircrete is poured into a fiberglass panel frame from an opening, set aside to dry for a few days, and then sealed with a fiberglass cover. This frame and cover are double-layered fiberglass and form an all six-side enclosed casing. The method and designs improve a Styro-aircrete building block with the following: (1) much lighter weight; (2) longed durability; (3) increased compressive strength for load-bearing support; (4) reduced cost and installation time.

The present disclosure provides designs and methods for manufacturing precast fully-encapsulated bilayered fiberglass Styro-aircrete building blocks. The disclosure comprises forming a super-light air-entrained Styro-aircrete building panel for a wall, roof, or beam. The Styro-aircrete is made with a novel composition/formula using shredded Styrofoam and other traditional Styro-aircrete ingredients that are mixed. Wire meshes and fiberglass fibers are pre-embedded in the panel frame to keep the structure in place. The Styro-aircrete is poured into a fiberglass panel frame from an opening, set aside to dry for a few days, and then sealed with a fiberglass cover. This frame and cover are double-layered fiberglass and form an all six-side enclosed casing. The method and designs improve a Styro-aircrete building block with the following: (1) much lighter weight; (2) longed durability; (3) increased compressive strength for load-bearing support; (4) reduced cost and installation time.

Steel installation parts can replace predetermined regions of reinforced concrete components provided for receiving loads, in particular reinforced concrete beams. The steel installation parts can be arranged in a less dense construction without losing bearing capacity, in order to create space for technical installation elements such as lines, cables and channels.

Provided is a stringer having a first stiffener extending along a path and having a first flange portion and a first web portion, wherein the first stiffener is formed from a composite including a fabric reinforcement; a second stiffener extending along the path and having a second flange portion and a second web portion, the first web portion being opposed and spaced from the second web portion, wherein the second stiffener is formed from a composite including a fabric reinforcement; and an intermediate stiffener extending along the path, the intermediate stiffener being positioned between the first web portion and the second web portion, the intermediate stiffener having a first side and a second side, the first side being connected to the first web portion and the second side being connected to the second web portion, wherein the intermediate stiffener is formed from a composite including unidirectional reinforcement fibers.

Provided is a stringer having a first stiffener extending along a path and having a first flange portion and a first web portion, wherein the first stiffener is formed from a composite including a fabric reinforcement; a second stiffener extending along the path and having a second flange portion and a second web portion, the first web portion being opposed and spaced from the second web portion, wherein the second stiffener is formed from a composite including a fabric reinforcement; and an intermediate stiffener extending along the path, the intermediate stiffener being positioned between the first web portion and the second web portion, the intermediate stiffener having a first side and a second side, the first side being connected to the first web portion and the second side being connected to the second web portion, wherein the intermediate stiffener is formed from a composite including unidirectional reinforcement fibers.

E.sup.3Lumber is comprised by novel apparatuses as engineered wood systems, methods, apparatuses, tools, adhesives, and manufacturing for construction of structures. E.sup.3Lumber has standardization and optimization surpassing state-of-the-art construction. Each of those systems, methods, apparatuses, material compositions, and material stratifications utilize one-to-many apparatus relations. All formed or machined apparatuses feature innovative features like engineered constraints, multi-tier and hybrid composites, and constrained assembly all situated within novel methods like, the Three E, 4-Tier, Cross Datum Construction, E-Stud, E-Framing, E-Truss, E-Hips, E-Bridging, Continuous Truss methods meet national and international specifications. The Three E's of E.sup.3Lumber are environmental, economic, and engineering and are characteristics found throughout invention intended for the significant improvement of environmental conditions, wood products, and technologies. As a fact, E.sup.3Lumber use decreases deforestation by increasing growth periods of trees by decreasing biomass consumption and all the while providing economic incentive to become greener.

E.sup.3Lumber is comprised by novel apparatuses as engineered wood systems, methods, apparatuses, tools, adhesives, and manufacturing for construction of structures. E.sup.3Lumber has standardization and optimization surpassing state-of-the-art construction. Each of those systems, methods, apparatuses, material compositions, and material stratifications utilize one-to-many apparatus relations. All formed or machined apparatuses feature innovative features like engineered constraints, multi-tier and hybrid composites, and constrained assembly all situated within novel methods like, the Three E, 4-Tier, Cross Datum Construction, E-Stud, E-Framing, E-Truss, E-Hips, E-Bridging, Continuous Truss methods meet national and international specifications. The Three E's of E.sup.3Lumber are environmental, economic, and engineering and are characteristics found throughout invention intended for the significant improvement of environmental conditions, wood products, and technologies. As a fact, E.sup.3Lumber use decreases deforestation by increasing growth periods of trees by decreasing biomass consumption and all the while providing economic incentive to become greener.

A reinforced structural component includes a body portion made of a combination of plastic material and chopped fibers. The body portion has a central longitudinal axis and a cross-section orthogonal to the central longitudinal axis, with the cross-section having an outer periphery and an inner core inward of the outer periphery. The body portion has an outer peripheral portion and an inner core portion corresponding to respective longitudinal projections of the outer periphery and inner core. The body portion is configured for being acted upon by a combination of forces causing tension within one or more longitudinal segments of the inner core portion. The reinforced structural component also includes one or more layers of continuous fiber disposed longitudinally within the one or more longitudinal segments, so as to resist tension caused within the one or more longitudinal segments.

A reinforced structural component includes a body portion made of a combination of plastic material and chopped fibers. The body portion has a central longitudinal axis and a cross-section orthogonal to the central longitudinal axis, with the cross-section having an outer periphery and an inner core inward of the outer periphery. The body portion has an outer peripheral portion and an inner core portion corresponding to respective longitudinal projections of the outer periphery and inner core. The body portion is configured for being acted upon by a combination of forces causing tension within one or more longitudinal segments of the inner core portion. The reinforced structural component also includes one or more layers of continuous fiber disposed longitudinally within the one or more longitudinal segments, so as to resist tension caused within the one or more longitudinal segments.

A structural member comprising an integrally formed connector portion on two or more elements for forming the structural member, wherein a first connector portion on a first element is shaped to engage a second connector portion on a second element.