Civic & Government

East Aldine Community Center

East Aldine Community Center

East Aldine Community Center

Structural Engineer (subconsultant to architect)

Structural Engineer (subconsultant to architect)

Structural Engineer (subconsultant to architect)

East Aldine Community Center campus aerial

A three-building, 44,000-square-foot civic and economic-opportunity complex anchoring the East Aldine Town Center in unincorporated northeast Harris County, serving an underserved community.

A three-building, 44,000-square-foot civic and economic-opportunity complex anchoring the East Aldine Town Center in unincorporated northeast Harris County, serving an underserved community.

CHALLENGE

A three-building, 44,000-square-foot civic complex on high-plasticity expansive clay required column-free spans of sixty to seventy feet at its gymnasium and Makerspace, and a foundation redesign after geotechnical findings ruled out a conventional slab-on-grade.

A three-building, 44,000-square-foot civic complex on high-plasticity expansive clay required column-free spans of sixty to seventy feet at its gymnasium and Makerspace, and a foundation redesign after geotechnical findings ruled out a conventional slab-on-grade.

APPROACH

The lateral system combines steel braced frames, reinforced-concrete shear walls, and steel moment frames by building, with deep steel joists at the long spans; the foundation is a structural one-way slab on twelve-inch carton void forms over grade beams and thirty-six-inch drilled straight-shaft piers socketed into gray unweathered shale.

The lateral system combines steel braced frames, reinforced-concrete shear walls, and steel moment frames by building, with deep steel joists at the long spans; the foundation is a structural one-way slab on twelve-inch carton void forms over grade beams and thirty-six-inch drilled straight-shaft piers socketed into gray unweathered shale.

VALUE

Carton-form slabs over piers to shale defeat the reactive clay while the steel framing opens the high-bay volumes; designed to ASCE 7-10 wind of 124 to 132 mph, M served as structural engineer of record under Page.

Carton-form slabs over piers to shale defeat the reactive clay while the steel framing opens the high-bay volumes; designed to ASCE 7-10 wind of 124 to 132 mph, M served as structural engineer of record under Page.

Neighborhood Centers, Inc.

Unincorporated Harris County, Texas

Project Narrative

Project Narrative

Details will be added during portfolio curation.