Proposed balcony

silvercrown wrote:Nice lighting master, kulang lang sa mga elements...
Structural naman, diba dpat yung beams kelangan i-support yung 2 front columns and 2 rear columns respectively? what's in between them right now is, only truss? sa ngayon you're connecting the front and back columns, e connected and supported na sila ng floor slab beam? if there's seismic force going left to right there's nothing that's holding the columns...
Not really convinced with the design though... pero kung masaya naman may-ari ok na...

manex wrote:

silvercrown wrote:Nice lighting master, kulang lang sa mga elements...
Structural naman, diba dpat yung beams kelangan i-support yung 2 front columns and 2 rear columns respectively? what's in between them right now is, only truss? sa ngayon you're connecting the front and back columns, e connected and supported na sila ng floor slab beam? if there's seismic force going left to right there's nothing that's holding the columns...
Not really convinced with the design though... pero kung masaya naman may-ari ok na...

salamat sir..pinag-iisipan ko di yan sir kung kaya nba hold ng dalawang truss ko sa taas or maglagay pa ko ng beam between kya lang masisira yong design ko sa harap kasi ma-block nya yong front...any suggestion regarding structural na di maapektuhan yong harap yong column na apat sa taas planted column yan sir nakapatong sa beam? salamat ng marami...

silvercrown wrote:

manex wrote:

silvercrown wrote:Nice lighting master, kulang lang sa mga elements...
Structural naman, diba dpat yung beams kelangan i-support yung 2 front columns and 2 rear columns respectively? what's in between them right now is, only truss? sa ngayon you're connecting the front and back columns, e connected and supported na sila ng floor slab beam? if there's seismic force going left to right there's nothing that's holding the columns...
Not really convinced with the design though... pero kung masaya naman may-ari ok na...

salamat sir..pinag-iisipan ko di yan sir kung kaya nba hold ng dalawang truss ko sa taas or maglagay pa ko ng beam between kya lang masisira yong design ko sa harap kasi ma-block nya yong front...any suggestion regarding structural na di maapektuhan yong harap yong column na apat sa taas planted column yan sir nakapatong sa beam? salamat ng marami...

Change direction of your floor slab beam, instead of connecting the column front to back, connect the colums side to side (the 2 front and the 2 rear column) instead. and just make sure na properly reinforced, as long na pasok yung seismic computation ok lang though it may look incorrect structurally...

arkitrix wrote:galing bro.. clean render...