var fDesc=new Array(); fDesc[0] = "It is to design reinforced concrete pile cap (in rectangular shape with main bar and secondary bar direction perpendicular to each other) and determine each pile load for a designed pile group, which is arranged either in symmetrical and unsymmetrical for either/both axis, with an axial compressive column load with or without bending moment. The pilecap thickness is chosen to avoid shear reinforcement."; function tShowHide(id, show) { var s = document.getElementById("desc"); if ((s.innerHTML.length<=212 || show==1) && show!=2) { s.innerHTML = fDesc[id]; if (document.getElementById('m1')) document.getElementById('m1').style.display='none'; if (document.getElementById('m2')) document.getElementById('m2').style.display='none'; if (document.getElementById('more_txt')) document.getElementById('more_txt').style.display='inline'; } else { s.innerHTML = ''; } }